# U.S. Army U.S. Marine Corps Mcrp 3-40D.12 Construction

## Estimating Edition October 2021

RECORD OF CHANGES
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DISTRIBUTION RESTRICTION: APPROVED FOR PUBLIC RELEASE; DISTRIBUTION IS UNLIMITED.

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PRIMARY REVIEW AUTHORITY: NAVY EXPEDITIONARY WARFIGHTING DEVELOPMENT CENTER

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DOCTRINE.NAVY(.SMIL).MIL

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## Department Of The Navy Office Of The Chief Of Naval Operations Headquarters, Department Of The Army, Headquarters, U.S. Marine Corps Change Notification

1. PURPOSE. Change 1 to NTRP 4-04.2.3 (OCT 2021), Construction Estimating, is developed in accordance with NTRP 1-01 (JUN 2021), The Navy Warfare Library User Manual. 2. SUPERSEDURE. Change 1 supersedes NTRP 4-04.2.3 (OCT 2021), Construction Estimating. 3. CONTENTS OF CHANGE. This change replaces the original distribution statement on the front cover to publically releasable. 4. ENTRY OF CHANGE. This change is developed with the intent that the entire publication is to be reprinted and distributed in its entirety. Affected pages are identified in the List of Effective Pages. Changes throughout are identified by change bars and footers.


## Intentionally Blank References Glossary List Of Acronyms And Abbreviations

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## Preface

NTRP 4-04.2.3/TM 3-34.41/MCRP 3-40D.12 (OCT 2021), CONSTRUCTION ESTIMATING, is available in the Navy Warfare Library. It supersedes NTRP 4-04.2.3/TM 3-34.41/MCRP 3-40D.12 (DEC 2010), CONSTRUCTION ESTIMATING. NTRP 4-04.2.3/TM 3-34.41/MCRP 3-40D.12, CONSTRUCTION ESTIMATING, is a reference for the preparation of construction project estimates for general engineering and contingency construction projects performed by military engineer units. Throughout this publication, references to other publications imply the effective edition. Unless otherwise stated, masculine nouns and pronouns do not refer exclusively to men.

## Instructions For Use

This and other Navy Warfare Library (NWL) publications, including edition updates are available on the NWL portal (https://doctrine.navy.mil/ or https://doctrine.navy.smil.mil/). Printed copies may be ordered by following the directions included in Appendix A of NTRP 1-01. Report urgent changes, routine changes, and administrative discrepancies by letter, general administrative message, or email to COMMANDER, NAVY WARFARE DEVELOPMENT COMMAND, ATTN: DOCTRINE, 1528 PIERSEY STREET, BLDG O-27, NORFOLK, VA 23511-2723. (Email: NWDC_NRFK_FLEET_PUBS@NAVY.MIL)

## Change Bars

Revised text is indicated by a black vertical line in the outside margin of the page, like the one printed next to this paragraph. The change bar indicates added or restated information. A change bar in the margin adjacent to the chapter number and title indicates a new or completely revised chapter.

## Warnings, Cautions, And Notes

The following definitions apply to warnings, cautions, and notes used in this manual:



Note
An operating procedure, practice, or condition that requires emphasis.
An operating procedure, practice, or condition that may result in injury or death if not carefully observed or followed.
An operating procedure, practice, or condition that may result in damage to equipment if not carefully observed or followed.

## Wording

Word usage and intended meaning throughout this publication are as follows: "Shall" and "must" indicate the application of a procedure is mandatory. "Should" indicates the application of a procedure is recommended. "May" and "need not" indicate the application of a procedure is optional. "Will" indicates future time. It never indicates any degree of requirement for application of a procedure.


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## Chapter 1 Introduction To Construction Estimating 1.1 Introduction

NTRP 4-04.2.3/TM 3-34.41/MCRP 3-40D.12, Construction Estimating, contains information for developing construction project estimates. Accurate construction estimates are critical for engineering forces to accomplish a mission. In today's operational environment, engineers are increasingly employed as joint forces, with multiple service engineers under a single commander. Additionally, one engineer unit may start a project and turn it over to an engineer unit from a different service for completion. Engineers from separate organizations need a way to reconcile various construction estimates to one another in order to avoid wasting time and effort. It is important to standardize procedures and data for estimating construction projects among service engineers.

## 1.1.1 Purpose

This multi-Service publication establishes uniform guidance to describe common methods, procedures, formats, and technical data for the preparation of construction project estimates for general engineering and contingency construction projects performed by military engineer units.

## 1.1.2 Scope

This unclassified publication provides technical reference information and data used to estimate construction projects performed by military engineer units. It provides information on estimating materiel quantities, equipment, and military labor requirements. It is designed for flexible application to projects of varying size, scope, and conditions. Estimates for materiels, equipment, and labor are discussed in Chapters 2, 3, and 4. Data and information for these estimates are provided in Chapter 5. Contingency estimate factors not contained in Chapter 5 are provided in Appendix A. Standard units of issue listed in Appendix B and used throughout this publication conform to Department of Defense (DOD) (not commercial abbreviations) ordering requirements and are used for measurements and quantities to facilitate the ordering process.

Professional information useful to estimators is provided in the remaining appendices to this publication.

Data, as illustrated in figures throughout this publication, provides information for creating estimates. This data is not intended to establish production standards. The data must be used with sound judgment and modified as the user's experience and operational situation suggests. Man-hours/man-day figures are based upon direct labor and do not include allowances for indirect or overhead labor. This publication is not a guide for project management; rather, it provides information and data for estimating construction projects only. Refer to NTRP 4-04.2.5/TM 3-34.42/AFPAM 32-1020/MCRP 3-40D.6, Construction Project Management, for a comprehensive guide of construction project management by military engineer operational units.

## 1.1.3 Applicability

This publication is intended for use by military engineer project crew leaders, but it is also useful to staff-level engineers serving as liaison officers and training and educational institutions. It applies to engineers, both active and reserve military and civilians from the United States Army (USA), United States Marine Corps (USMC), and United States Navy (USN).

Construction cost estimates for military construction program projects and projects intended for civilian contractors are developed by government engineering organizations and/or contracted private architect-engineer firms using Unified Facilities Criteria (UFC) guidance. The UFC documents provide planning, design, construction, sustainment, restoration, and modernization criteria and apply to military departments, defense agencies, and DOD field activities. The United States Army Corps of Engineers (USACE) and the Naval Facilities Engineering Systems Command (NAVFAC) are responsible for administration of the UFC system. Unified Facilities Criteria are distributed only in electronic media and effective upon issuance. Refer to UFC 3-730-01, Programming Cost Estimates for Military Construction; UFC 3-701-01, DOD Facilities Pricing Guide; and UFC 3-740-05, Handbook: Construction Cost Estimating, for further information. For access to UFC documents, go to the Whole Building Design Guide Web site at http://www.wbdg.org/index.php and click on "Unified Facilities Criteria" under "Popular Links" on the left side of the web page. While this publication is used by Marine Corps engineers as a reference to estimate general engineering projects, Marine air-ground task force (MAGTF) planners should reference NTTP 3-10.1M/MCTP 3-34D, Seabee Operations in the MAGTF, for information on the integration of Seabees into a MAGTF.

## 1.1.4 Implementation Plan

The following commands have primary responsibility for each respective service and will review this publication, validate the information, and incorporate it into service manuals and curricula.

1. The Army will incorporate these procedures into Army training and doctrine publications as directed by the United States Army Training and Doctrine Command. 2. The Navy will incorporate these procedures into Navy training and doctrine publications as directed by the Commander, Navy Warfare Development Command. 3. The Marine Corps will incorporate these procedures into Marine Corps training and doctrine publications by direction of the Commandant of the Marine Corps, Deputy Commandant for Combat Development and Integration.

## 1.1.5 Terminology

Terminology in this manual, as much as possible, is consistent with definitions found in JP 1-02, Department of Defense Dictionary of Military and Associated Terms; Army Doctrine Publication 1-02, Operational Terms and Graphics; MCRP 1-10.2, Marine Corps Supplement to the Department of Defense Dictionary of Military and Associated Terms; and NTRP 1-02, Navy Supplement to the DOD Dictionary of Military and Associated Terms. However, throughout this publication, some key terms used with industry standard definitions that specifically apply to construction are not consistent with joint and service dictionary definitions and are not intended for use in JP 1-02. This publication uses these terms in order to remain consistent across the services and with construction industry standards.

## 1.2 Levels Of Estimates

Estimating is the process of determining the amount and type of work to be performed and the quantities of materiel, labor, and equipment needed. Figure 1-1 illustrates the relationship of the four levels of estimates used by military engineers for project planning and the method normally used to achieve an estimate. This publication is designed to provide data and information for conducting detailed estimates. These four levels of estimates are:
1. Order of magnitude estimates (also known as preliminary estimates) are made from limited information (e.g., general descriptions of projects, and preliminary plans and specifications with little or no detail). Preliminary estimates establish rough order of magnitude costs for budget purposes and to program labor requirements.

| Level of Planning    | Cognizant Organization    | Level of Estimate    | Method Used              |
|----------------------|---------------------------|----------------------|--------------------------|
| Preliminary planning | USACE, NAVFAC             | Order of magnitude   | Adjusted historical data |
| Budget/planning      | Square foot, cubic foot;  |                      |                          |
| means, parametric    |                           |                      |                          |
| Definitive           | Estimating software       |                      |                          |
| Engineer unit higher |                           |                      |                          |
| headquarters         |                           |                      |                          |
| Detailed planning    | Engineer unit             | Detailed             | Manual materiel/quantity |
| takeoff              |                           |                      |                          |

2. Budget/planning estimates are based on engineering parameters developed from historical databases, construction practices, and engineering/construction data. These parameters develop estimates for large scope projects (e.g., military construction program projects). 3. Definitive estimates, similar to detailed estimates, use automated software programs. These programs develop estimates used to award contract construction work. 4. Detailed estimates are the most accurate and take the most time to complete. Precise quantities of materiels, equipment, and labor required for a given project correctly quantify the requirements and ensure accuracy. Detailed estimates are done manually using the materiel/quantity takeoff method.

## 1.3 Project Planning Integration

Project estimates are used to support construction project planning. Project managers/supervisors break a project down into logical, sequenced general areas of work known as master activities. Master activities are further divided into more specific work items known as construction activities, and these are further broken down into construction work elements. Estimators create detailed materiel, equipment, and labor estimates of each of these individual activities and then summarize them into an overall project estimate. Project crewleaders use the information derived from materiel, equipment, and labor estimates to develop their project's construction activity summary sheets. These estimates also provide the basis for project schedule management, which includes materiel deliveries schedule, equipment schedule, and labor skill requirements.

These topics fall into the category of project management. Discussion of project management is beyond the scope of this publication. Refer to NTRP 4-04.2.5/TM 3-34.42/AFPAM 32-1020/MCRP 3-40D.6 for additional information on project management. Sections 1.3.1 through 1.3.4 describe the work element number, master activities, construction activities, and construction work elements.

## 1.3.1 Work Element Number

This publication uses the same numbering system as the current issuance of Construction Specifications Institute's MasterFormat to organize data presented in Chapter 5. This numbering system is also used by commercial manufacturers and publications (e.g., RSMeans Company) to present data and information. Use of this numbering system allows military engineers to easily search out and use data not contained in Chapter 5. Refer to 5.2.2 for conversion factors applied to commercial publications to adapt their data for use by military engineers. The data figures in Chapter 5 are not all inclusive. A complete list of the numbering system with title descriptions is available in Construction Specifications Institute's MasterFormat (current version) Update Numbers & Titles, available at http://csinet.org/Home-Page-Category/Formats/MasterFormat.aspx. Use of this numbering system also aligns and synchronizes estimating data, project specifications, and other project management requirements. It allows effective communication among the project personnel and provides easy tracking of essential project information.

Figure 1-2 illustrates the 12-digit work element number's components. The first two digits represent the master activity number, also known as the MasterFormat division (Level 1). The next two pairs of numbers represent Level 2 (10) and Level 3 (00). When additional detail is provided, an additional pair of digits (Level 4) is added following a decimal. The last four digits following a dash is a sequence number and provides the ability to assign a unique number to each identified work element. Numbers down to MasterFormat Level 4 are assigned by the MasterFormat system and align guide specifications with historical data information. Work element numbers are assigned by the user as required to present data in a publication or computer software program.

## Note

The work element number is used to organize data for estimating purposes only. It is not used for scheduling purposes. Use of master activity and construction activity numbers for scheduling purposes is discussed in NTRP 4-04.2.5/TM 3-34.42/ AFPAM 32-1020/MCRP 3-40D.6.

## 1.3.2 Master Activities

Master activities represent large, functional parts of a project and are based on divisions of the current version of MasterFormat, as established by the Construction Specifications Institute. This is a universal standard used throughout the private construction industry and the DOD. Figure 1-3 lists the standard master activities as assigned by the Construction Specifications Institute. The unit that initially plans the project assigns master activities, which remain with the project until completion. Estimators must obtain a master activity listing and a narrative description of the scope before starting a detailed estimate.

## 1.3.3 Construction Activities

Construction activities are subsets of the master activities and identify specific functional parts of the project. Project estimates are organized and formatted using these construction activities. Each construction activity description indicates a specific quantity of work, with clear, definite limitations or cut-off points readily understood by everyone concerned with the project. Refer to NTRP 4-04.2.5/TM 3-34.42/AFPAM 32-1020/ MCRP 3-40D.6 for information on construction activities.

Master
Activity
Description
Master
Activity
Description
00
Procurement and contracting
21
Fire suppression
01
General requirements
22
Plumbing
02
Existing conditions
23
Heating, ventilating, and air conditioning
03
Concrete
25
Integrated automation
04
Masonry
26
Electrical
05
Metals
27
Communications
06
Wood, plastics, and composites
28
Electronic safety and security
07
Thermal and moisture protection
31
Earthwork
08
Openings
32
Exterior improvements
09
Finishes
33
Utilities
10
Specialties
34
Transportation
11
Equipment
35
Waterway and marine construction
12
Furnishings
41
Materiel processing and handling equipment
13
Special construction
46
Water Treatment Equipment
14
Conveying systems

## 1.3.4 Construction Work Elements

Detailed estimates use the smallest work element of a project to create the most accurate estimate. Construction work elements, also known as work items, are a construction activity further broken down into smaller parts when more detail is required for accuracy and completeness. A specific construction activity may have only one or several construction work elements. A work element is a definable item of work, usually consisting of a single trade or skill and expressed by a work rate. A work rate is a quantity of time per unit of measure. Selection of construction work elements should be taken from the data figures shown in Chapter 5. Placing a concrete grade beam, direct from chute, where the work rate is 0.480 man-hours per cubic yard of concrete is an example of a construction work element. Refer to data figures in Chapter 5 for more examples of work elements. In this publication, work element line numbers have been placed in the tables in Chapter 5 and indicated within parenthesis by each work element.

## 1.4 Project Estimate

Components of a project estimate are illustrated in Figure 1-4. A project estimate is developed using estimating procedures designed to yield a:

1. Materiel estimate (Chapter 2) 2. Equipment estimate (Chapter 3) 3. Labor estimate (Chapter 4).
Estimates initially incorporate a normal or ideal set of working conditions, unless specific limitations are known. Because all situations and production rates vary, the project crew will adjust factors from the original estimate for valid reasons as required. This is why estimators must note any assumptions and limitations about how the project is to be built to develop the estimate. This knowledge allows the project crew to adjust requirements as needed. Project estimates are developed by construction work element. The information in a project estimate is not arranged to help the actual management of a project, but to help ensure the minimum required resources of materiels, tools, equipment, and labor are identified so they can be resourced. Carelessly made estimates can jeopardize the successful completion of a project, cause uneconomical use of personnel, materiels, time, and equipment, and seriously jeopardize a tactical or strategic situation. The major difference between project estimates done by private industry and a military engineer is that private industry's focus is on unit prices, whereas the military engineer's focus is on man-day quantity to determine labor. This does not mean that cost does not matter for the military engineer. Project crewleaders and supervisors must manage the financial aspects of a project. Man-days for the military engineer are comparable to labor costs for the private contractor. Refer to the NTRP 4-04.2.5/TM 3-34.42/AFPAM 32-1020/MCRP 3-40D.6 for additional information on project management.

## 1.4.1 Estimating By Construction Activity/Construction Work Element

Before estimators can create a detailed estimate, projects must be broken down into smaller parts so each part can be individually estimated. A clearly definable quantity of work is discussed in 1.3.4. A subset of materiel, equipment, and labor estimates is created for each construction work element. For example to construct an 8-inch concrete masonry unit wall:

1. The materiel estimate identifies required quantities of sand, cement, lime, and 8-inch concrete masonry units. The quantity of concrete masonry units, together with information on worksheets (such as length and height of wall), is used to estimate the number of scaffold frames, scaffold boards, and special tools required. 2. The equipment estimate identifies that a mixer is required to mix the mortar. 3. The manpower estimate identifies the number of man-days required to perform the work.

## 1.4.2 Key Items To Be Provided To Estimators

The following key items to be determined or completed at this stage in the project planning process must be provided to the estimator in order to create accurate estimates.

1. Drawings and specifications
2. Master and construction activity listing, and a narrative description of the project's scope 3. Project materiels and methods, or assumptions, noted 4. The amount and types of construction equipment available for use
5. Information about the location, local materiels, quarries, gravel pits, borrow pits, spoil areas, types of soil, haul roads and distances, foundation conditions, weather conditions to be expected during construction, and time allotted for completion

6. Availability of labor required.

## 1.4.3 Characteristics Of A Good Estimator

The estimator must:

1. Visualize the separate operations of the job as the work would progress through the various stages of construction 2. Read, conceptualize, and obtain measurements from drawings 3. Have knowledge of mathematics, previous construction experience, and a working knowledge of all branches of construction 4. Have good judgment when determining what effect numerous factors and conditions will have on the construction of the project and what allowances should be made for each of them 5. Do accurate work and present it in a complete and organized format.

## 1.4.4 Standard Construction Skills

The military services have differing occupational specialties for their engineers to classify construction skills. The Navy's fleet rating system uses broad enlisted career fields to classify personnel similar to the Army's or Marine Corps' military occupational specialty (MOS) ratings. This publication uses the following broad skill categories (trade classification) and subordinate skill area terms in discussing labor estimates and crew sizes. These categories may not be all inclusive of the various service's MOSs. Refer to 5.2.3 for further information on crew and trade classification.

1. Builder. Includes the following skill areas:
a. Bricklayer b. Carpenter c. Concrete finisher d. Mason e. Painter f. Plasterer g. Roofer.
2. Electrician. Responsible for power production and includes the following skill areas:
a. Generators and power production
b. Power distribution c. Interior wiring d. Motors and control systems
e. Telephone systems.
3. Engineering services. Includes the following skill areas:
a. Draftsman b. Surveyor c. Quality assurance and materiel testing technician.
4. Equipment operator. Licensed operator of:
a. Automotive vehicles and trucks b. Materiels handling equipment and weight-handling equipment c. Pile-driving, drilling, and blasting equipment d. Bulldozers, front-end loaders, excavators, and graders e. Cranes f. Rollers, graders, and asphalt paving equipment.
5. Steelworker. Includes the following skill areas:
a. Rigging and operation of special equipment used to move, hoist, and install materiels such as structural steel and structural shapes b. Placing, fitting, welding, cutting, bolting, and riveting steel shapes and reinforcing construction materiels

c. Sheet metal work.
6. Utilitiesman. Includes the following skill areas:
a. Heating, ventilation, and air conditioning (HVAC) and refrigeration equipment b. Compressed air c. Water treatment and distribution systems.

## Chapter 2 Materiel Estimates 2.1 Introduction

Materiel refers to items which physically become part of the structure and includes the supplies used to construct the project (e.g., lumber used for concrete forms). Accurate detailed materiel estimates are vital to the successful planning and execution of a project. Succeeding steps in creating equipment and labor estimates depend on the accuracy of the materiel estimate derived from a materiel takeoff, also known as a quantity takeoff. Materiel estimates are used for construction materiel procurement and as a check to determine if sufficient materiels are available to construct or complete a project.

## 2.2 Materiel Estimate

The materiel estimate identifies all materiels required to construct the project and is derived using a procedure called a materiel takeoff to develop estimating worksheets for each construction work element or construction activity. Items identified by the materiel takeoff are consolidated, tabulated, and summarized as like materiel items by construction work element or construction activity, resulting in an overall materiel summary list, which becomes the materiel estimate for the project. The materiel estimate and the estimator's worksheets are the basis for the equipment estimate and labor estimate. The materiel estimate is also used to develop the project's bill of materials (BOM). Refer to 2.4 for further information about the BOM.

## 2.2.1 Work Items And Materiel Items

Both work items and materiel items are identified during the development of the materiel estimate for each definable quantity of work. It is important at this stage to identify work items to allow for the application of labor estimates and/or unit prices. Definitions of the two categories are:

1. Work items are areas that require labor but do not have materiel directly tied to the labor, such as final grading or finishing concrete. These items may not appear on the plans but are still required to complete the
project.
2. Materiel items are components that do have a materiel requirement or value. It is critical for the estimator to determine if English or metric system measurements will be used. This determination is based on the measurements used in the design plans and the source of materiel. If materiel is to be procured overseas and is of metric measurements, then the estimate should be developed using metric measurements.

## 2.2.2 The Estimating Worksheet

The estimating worksheet, as shown in Figure 2-1, is used to create the materiel takeoff and the materiel estimate. The worksheet lists the minimum data required and is a generic form used throughout the military services. UFC 3-740-05 contains standard estimating forms used by the military to present manually prepared construction cost estimates. Refer to UFC 3-740-05 for complete examples of these forms. These forms are not mandatory for use and are modified by each service based on specific requirements. Estimators should check unit standard operating procedures (SOPs) for specific guidance concerning use of forms. Estimating worksheets are typically filled in with handwritten data. These worksheets are retained by the project crewleader for future use as a tool to ensure materiels are used as planned or to determine how the estimator arrived at a particular quantity.

## 2.2.3 Materiel Estimate Process Steps

The following steps outline the materiel estimate process.

1. Determine the construction work elements. Study the plans and specifications, then select construction work elements. These work elements should align with the master/construction activities list provided by the project crewleader. Estimators must know or state assumptions of the resources available and methods to be used. Describe the method of construction, including sketches (as required), in the estimate to provide guidance for the project crewleader/supervisor. If the method of construction differs from the method the materiel estimate is based upon, project crewleaders will have to adjust the estimate for the difference in materiel requirement based on the different method. 2. Determine the materiels required for a given construction work element using the materiel takeoff method. Refer to 2.3 for guidelines on conducting a materiel takeoff. 3. Scale, count, and/or calculate the quantity of each item of materiel needed in the construction work element and record data on an estimating worksheet. Refer to 2.2.2 for further information on estimating worksheets. Refer to Chapter 5 for data on materiel weights and measures. 4. Determine waste allowance. Waste and loss considerations should be included, if appropriate, to each of the materiels required. Refer to 2.3, item 13, for further information on waste allowance application. Refer to Chapter 5 for data on waste allowance by materiel type. Combine the originally calculated quantity and the allowance for waste to give the total materiel required for that line item. 5. Consolidate, tabulate, and summarize materiel takeoff quantities of like materiel items by work activity to create the materiel estimate for the project. 6. Project supervisors use the completed materiel estimate to create an official BOM or conduct a BOM/materiel takeoff comparison if a BOM already exists. Refer to 2.4 for further information on materiel procurement and the BOM.

## 2.3 Materiel Takeoff Guidelines

Estimators follow guidelines that have been established for improving the speed, ease, and accuracy of the materiel takeoff process. Mistakes made in the materiel takeoff affect the reliability of the succeeding estimates. Best practice calls for two independent materiel takeoffs conducted by different estimators to be used as a check against each other. Estimators should perform the following.

1. Follow directions provided by the crewleader and project supervisor. Takeoffs must be clear and informative in order to prevent misinterpretation. 2. Thoroughly examine the drawings to ensure accurate estimates. Information found on drawings is the main basis used to define the required construction work elements and to measure quantities. All notes and references should be carefully read and all detail and reference drawings examined. Failure to read all notes and references on a drawing results in incomplete estimates. For example, an estimator may overlook a note stating that a component is symmetrical and thus compute only one-half the quantity. 3. Use specifications with the drawings to prepare the estimates for materiel, equipment, and quantity. The estimator must have working knowledge of all the requirements contained in specifications, such as unfamiliar work procedures or materiels, and the specific requirements for testing. The estimator may find it necessary to read the specifications several times to fix these requirements in mind. Notes made while reading the specifications prove helpful when the drawings are examined. Specifications often contain information required to prepare purchase requisitions. This should be used to prepare materiel lists. The wrong interpretation of a section of the specifications can cause errors in the estimate. If there is any doubt about the meaning of any portion of the specifications, the estimator should request an explanation.

4. Ensure estimating worksheets have sufficient detail and are self-explanatory. Examples of an estimating worksheet are illustrated in Figures 2-2 and 2-3; not to dictate how to record data, but to show the type and level of detail required when recording data. Estimating worksheets are typically filled in with handwritten data. Use symbols, sketches, and footnotes to clarify items. Symbols should be universally accepted construction drawing symbols or found in the legend. All computations should appear on the estimating worksheet to show how measurements were turned into materiel quantities. Any notes relative to the reuse of materiels must appear in the remarks column. It is important to be thorough and provide detailed information from plans and specifications describing the materiel item. Each line item of materiel must provide complete information necessary to procure it. 5. Identify items on a takeoff worksheet by location on the plans (i.e., sheet number and detail number/title). When items are listed on the worksheet, ensure the proper unit of issue is used. Refer to Appendix B for information on DOD standard units of issue for materiel quantities. 6. As discussed in 2.2.1, identify work items that require labor only. These items still need to have a unit of measure assigned. If a standard unit of measure does not apply, use lump sum to call attention that a cost or man-day quantity must be assigned to the work item. 7. When taking measurements, use a systematic procedure for working with plans. Consistency when working with plans is an estimator's most important consideration in creation of a materiel takeoff. A good approach is to follow the order of the actual field construction (e.g., moving from foundation to roof or moving clockwise around a drawing). Consistent practices help to avoid duplications, omissions, and errors. 8. Use checklists to help eliminate omissions from materiel estimates. The estimators should prepare a list for each individual project when examining the drawings, specifications, and construction activity/construction work elements. This is the practical way to prepare a list of the variety of materiels used in a project. The list applies only to the project for which it has been prepared. If no mistakes or omissions have been made in the checklist or estimate, the materiel estimate will contain a quantity for each item on the list. Refer to Appendix C for a comprehensive work item checklist to ensure all work items are considered during development of an estimate. Refer to Chapter 5 for estimating information and tips organized by MasterFormat division. 9. Confirm scale when taking off measurements from the plans, drawings, and details. Check for changes in scale, reduction errors caused by photocopied details, and not-to-scale details. Check for differences between specifications and drawings. Errors in scaling drawings generate incorrect quantities. Be sure that the correct measurements are recorded. 10. Use dimensions stated in the plans instead of measuring by scale, but check printed dimensions with a scale or by adding them up to identify errors. Always list dimensions in the same order (i.e., length, width, and depth or height). If it is necessary to scale dimensions, a scale rule should be used and the graphic scale on the drawings checked for expansion or shrinkage of the drawing. When there is disagreement between the plans, elevations, and details, the detail drawing is normally followed. When there is disagreement between the specifications and the drawings, the specifications are normally followed. 11. Use decimals instead of fractions. They are more precise and faster to calculate. Dimensions that are given in feet and inches are converted to decimal feet and tenths of a foot. Also, ensure consistent use of English or metric system numbers for measurements. This is especially important during overseas construction operations where the metric system is standard. Refer to Appendix D for conversion factors.

12. Exercise judgment to ensure a reasonable degree of precision. Ballpark amounts are not acceptable for detailed estimates, but the estimate of materiel quantities does not have to be overly precise. Rounding to two decimal places is sufficient for most quantity takeoff purposes. Estimators develop rules consistent with measurement capabilities and learn the standards for each industry discipline. Also, some materiels are ordered in a different unit of issue than they are measured (e.g., lumber is ordered by board feet at standard commercial lengths and not in the linear quantity measured). Refer to Appendix E for information on how to calculate board foot (BF) measure and optimum lumber length requirements. 13. Add allowance for waste and loss to appropriate quantities. Allowances for waste and loss are added after the total requirement is determined. Before the waste allowance is made, the quantities are referred to as net quantities. After the waste allowance is made and added, quantities are considered gross quantities. Failure to make the proper allowance for waste and loss of construction materiels results in incorrect estimates. Between the procurement of construction materiels and final installation, materiels are subject to waste and loss. Loss may occur during shipping, handling, or storage. Waste is inevitable where materiels are subject to cutting or final fitting prior to installation. Frequently, materiels such as lumber, conduit, or pipe have a standard issue length that is longer than required. Often, the excess is too short for use and ends as waste. Waste and loss (simply referred to as waste) factors vary, depending on the individual item, and must be checked against waste allowances. The waste factor should reflect conditions at the work site, intended use of the materiel, and skill level of the troops working with the materiel. Waste allowance includes spillage, breakage, cutting waste, and spoilage. Refer to Chapter 5 for typical waste factors. 14. Systematically check all work, especially dimensions taken from the plans. The need for accuracy in quantity estimates requires that they be checked to eliminate as many errors as possible. One of the best ways to verify a quantity estimate is to have another person make an independent estimate and then compare the estimates after completion. Any differences should be checked and corrected. Because of the widespread use of quantity estimates, accuracy during preparation is very important since errors tend to become larger. For example, if the estimator misreads a dimension for one side of a concrete slab as 30 feet instead of 300 feet and the other dimension was 100 feet, the quantity estimate would show 3,000 square feet instead of the actual 30,000 square feet. This quantity would then be used to order the required construction materiels (e.g., cement, sand, and reinforcing steel) and as the basis for equipment and manpower requirements. This one error would be the source of short estimates and future problems.

15. Use a standardized method of marking plans as items are taken off (e.g., use of colored pencils, highlighters, and symbols). Since most estimators have their own systems, it is a good idea to create a legend when teams of estimators are working the different drawing categories. Natural stopping points should be selected and clearly marked. Following these simple procedures will help avoid omissions and duplication. 16. Highlight and flag long lead items. Long lead items are those which are not readily available through the normal supply system, cannot be delivered to the job site in fewer than 60 days from the ordered date, or require special attention by the estimator to ensure delivery at the required time. Items that require long lead time are those which are not commercial off-the-shelf items or not available in the geographic area of the project (e.g., steam boilers, special doors, and window frames), items larger than the standard issue, and electrical transformers for power distribution systems. It is critical that these items be identified and ordered early.

## 2.4 Materiel Procurement

At this point, the effort transitions from an engineer function to a logistics function. Bills of materiels are developed from materiel, equipment, and labor estimates and represent a project's funding limits. They are the official record of line items ordered (including costs, vendors, national stock numbers if applicable, etc.) for a specific project and arranged by category (e.g., structural, electrical, and mechanical).

A BOM includes everything needed to complete the project: construction materiels, rental equipment, special tools and safety items not found in the unit's organic tools and equipment, and technical assistance or contracted services required (e.g., certification of a fire alarm system).

Project supervisors work with the unit's materiel liaison officer, in coordination with the unit's logistics officer (who manages the official project BOM), and use a variety of reports to track materiels status and project funds. The official project BOM and the reports are software program generated. Refer to NTRP 4-04.2.5/TM 3-34.42/AFPAM 32-1020/MRCP 3-40D.6 for additional information on development of a BOM, conducting a BOM/materiel takeoff comparison, information on reports, and logistic procedures for materiel procurement.

## Chapter 3 Equipment Estimates 3.1 Introduction

Construction equipment refers to the tools, instruments, machinery, civil engineering support equipment (CESE), and plant equipment required in the performance of construction work. Equipment is defined as items which are portable or mobile, ranging from small hand tools through CESE (e.g., tractors, cranes, and trucks). A construction plant is defined as a concrete batch plant, aggregate processing plant, conveying system, or any other processing plant that is erected in place at the job site and essentially stationary or fixed in place. For estimating purposes, plants and equipment are grouped together as equipment requirements. The initial equipment estimate is used to identify equipment and define labor requirements to accomplish the project. Labor estimates to support the equipment estimate are discussed in Chapter 4.

## 3.2 Equipment Production Estimate

An equipment production estimate is created using construction work elements, both work items and materiel items, identified in the project's materiel estimate, plus drawings, specifications, and information obtained from inspection of the site. Refer to 2.2.1 for information on work items and materiel items. The method of operation, types of equipment used, and the environmental conditions will affect the man-hours and machine-hours required to complete a given amount of work.

## 3.2.1 Method Of Operation

The estimator needs to know what the intended method of operation is prior to selecting equipment to perform the required tasks. The project supervisor/crewleader should provide this information. If not, then the estimator must make and record assumptions. Refer to FM 5-434/MCRP 3-40D.9, Earthmoving Operations, for estimated production rates, characteristics, operation techniques, and soil considerations for earthmoving equipment.

## 3.2.2 Equipment Selection And Production Rate

The most important function for the estimator preparing an estimate is selecting the proper equipment to perform the required tasks. Each piece of equipment is specifically designed to perform certain mechanical tasks.

Therefore, the estimator bases the equipment selection on efficient operation and availability.

The estimator should carefully consider number, size, and function of equipment to arrive at optimum equipment usage. The estimator must be familiar with construction equipment and job site conditions. The equipment selected should conform to project requirements and specifications and also be suitable for the materiels to be handled and conditions that will exist on the project. After determining the type of equipment to be employed, the estimator selects the specific equipment size that has a production rate suited to efficient and economical performance of the work. Also known as work rate, production rate is critical in producing an accurate equipment estimate. Production rates are usually available from the manufacturer's data and/or historical military data for assigned equipment. Emphasis must be placed on the importance of establishing a reasonable production rate. Production rate data is illustrated in various figures in Chapter 5, Division 31. Refer to FM 5-434/MCRP 3-40D.9 for additional production estimating information and samples for various types of CESE. This data may be adjusted based on the estimator's professional experience and conditions expected at the project location. In order to make this adjustment, the estimator should know on what basis the rate from the data figure was established. The production rates found in this publication apply to all construction equipment regardless of make or model. The equipment used in this publication are examples only. Information for production calculations should be obtained from the operation and maintenance manuals for the make and model of the equipment being used. If the data illustrated in Chapter 5 is inadequate, consult other sources (e.g., other military manuals, civilian texts, experience, and unit records).

## 3.2.3 Environmental Conditions And Production Considerations

Equipment estimators must be familiar with the following environmental conditions and considerations that affect production:
1. Operator experience, certified training/licensing, and/or familiarity of equipment by operators must be considered when estimating equipment production. An experienced operator spreads a load of dirt with fewer passes than an inexperienced operator and does a better job of spreading. Also, inexperienced operators are more inclined to forget some of the required maintenance operations and tend to cause more equipment downtime. 2. Age and condition of equipment must be considered in estimating the number of days required to perform work. Old or poorly maintained equipment has more downtime than new equipment or equipment in good operating condition. Worn equipment also responds more slowly to the operator, has less power, and is generally less efficient. Downtime of equipment sometimes affects more than just its own operation. For example, if one of five trucks hauling dirt breaks down, it affects only its own operation, but if the equipment loading those five trucks breaks down, it stops all of the trucks, plus the equipment spreading and compacting the dirt being hauled. 3. Completion deadlines, magnitude of the job, and availability of space all drive production requirements. If crews must work extra hours, or if work must be performed under crowded conditions in order to complete the project within the allotted time, it is more efficient and productive to use smaller crews of two or more shifts per day. Remember, if CESE is worked two or more shifts per day, the equipment maintenance cycle will have to be adjusted to minimize CESE downtime. 4. Materiel consideration. The type of materiel to be handled changes the amount of time required for the work. For example, wet, sticky clay is slow to handle because it sticks to the bucket, pan, or truck bed and requires jarring and shaking to loosen and dump the load. Estimators must consider adjusting estimates for materiel weight, load factors, and soil properties (weight, loadability, moisture content, percentage of swell, and compactability). Refer to Chapter 5, Division 31, for further information. 5. Distances materiel must be moved, hauling restrictions, and permissible speeds influence the amount of time required for the work. Permissible speeds are established either by a governing authority, as in a highway or street speed limit, or by a command, such as in an operating limit on the equipment. In either case, the speed limits must be considered when estimating the average hauling speed which, in turn, determines the amount of materiel the equipment will move in 1 day. The estimator should not make the mistake of using the speed limit as the average speed at which equipment will be operated. Equipment speed usually averages 40 to 65 percent of speed limits, depending upon the condition of the road, number of intersections to be crossed, amount of traffic, and length of haul. Long hauls usually result in higher average speeds, other conditions being equal. 6. Site conditions and safety factors (e.g., congested work site, equipment capabilities, and steepness and direction of grades) limit the amount of work which can be produced with a piece of equipment. For example, although the manufacturer's crane rating may show it to be capable of lifting 40 tons with a 70-foot boom at a 45-degree angle, for reasons of safety the maximum lifting capacity of that crane may be limited to 85 percent of the manufacturer's rating. The crane can then lift only 34 tons with a 70-foot boom at a 45-degree angle. Also, certain pieces of equipment may have limited speed because of safety reasons which will reduce the rate of production. 7. Climate/weather has a considerable effect on production of equipment working outside. Rain slows down the work and frequently stops work for the remainder of the day, and sometimes for several days. In climates with considerable rainfall, equipment does not produce as much per hour or per week as in dry climates. Extremely cold weather slows down the operator and lowers the efficiency of the equipment, thus lowering production.

## 3.3 Equipment Estimating Process

Sections 3.3.1 and 3.3.2 show the process to create an equipment estimate.

## 3.3.1 The Estimating Worksheet

Estimators use worksheets to create the equipment estimate. The worksheet is not a standardized form with columns. It is a blank paper or engineer pad with a header listing minimum data required to organize and track the estimator's work as shown in Figure 3-1. Estimators should check the unit's SOPs for specific guidance concerning use of forms.

## 3.3.2 Equipment Estimate Process Steps

The following steps outline the equipment estimate process. Examples for some of the line items below are indicated by corresponding line item numbers on Figure 3-1.

1. Create a list of construction activities/construction work elements that require CESE, including both work items and materiel items identified during the materiel estimate. Study the plans and specifications to ensure familiarity with the project. Look for any work items that require CESE overlooked during the development of the materiel estimate. 2. Create an equipment estimating worksheet as described in 3.3.1 for each construction activity/construction work element. 3. Create a list of available resources and determine construction methods to be used. Remember to describe the method of construction, including sketches (as required), in the estimate to provide guidance for the project crewleader/supervisor. If the method of construction is different from the method the work rate is based upon, project crewleaders need to adjust the estimate for the new work rate. 4. Identify the task requirement quantity of materiel from the materiel estimate. This materiel estimate usually includes a waste factor. However, since the purpose here is to apply a work rate to the quantity of materiel handled, only the required amount of materiel to backfill the trench is used. For example, if the work rate for backfilling a trench is given in terms of linear feet of trench per unit of time, and if extra fill materiel has been ordered as waste, the extra fill materiel should be omitted from this calculation. The amount of backfill to be placed in the trench is determined by the length and width of the trench rather than by the quantity of fill materiel ordered. Even if the waste allowance is used, it most likely will be used to replace lost fill materiel and thus not add to the linear feet of trench actually backfilled. 5. Select a work rate appropriate for the work item/materiel item being estimated. The work rate per day is estimated for each piece of CESE. Refer to 3.2.2 for information on how to determine work rate. 6. Divide the quantity of work by the production per day to determine how many days of equipment operation are required to perform the work. Some elements of work require several items of CESE to be used as a group rather than individually. In these cases, the days of operation should be shown as days of group operation. For example, if one front-end loader and five trucks are to be used for 10 days loading and hauling earth fill, they would be shown as one front-end loader and five trucks for 10 days, not as 10 days of front-end loading time and 50 days of truck time.



Estimated by: BROWN
Checked by: GREENE
Date: 6/14/2008
Date: 6/23/2008

## Equipment Estimate


Project Number: GM07-803
Project Title: CONSTRUCT BUILDING 101
Unit: NMCB FOUR
Project Location: U.S. NAVAL MAGAZINE
Construction Activity Number and Description: 31 20 EARTH MOVING Task requirement: Earth fill of 36,000 CYD loose measurement as identified in the materiel estimate. (4)
Assumptions based on project location and resources available: haul one way 2 1/2 miles; use a 2 1/2 CYD capacity front-end loader; and use 10 CYD capacity dump trucks.

Front-end loader work rate: 100 CYD per hour (5)
36,000 CYD
= 360 hours/8 hours per day = 45 eight-hour days (6)

100 CYD per hour 100 CYD per hour

= 10 dump trucks maximum loaded per hour
10 CYD per dump truck Average hauling speed estimated at 15 miles per hour Trip distance; 2 1/2 miles  2 (both directions) = 5 miles round trip

5 miles

 60 minutes per hour = 20 hauling minutes time per trip

15 miles per hour
60 minutes per hour

= 6 minutes loading time per truck
10 trucks loaded per hour Estimated dumping time per truck = 4 minutes Total time round trip per truck: 30 minutes = 4 minutes dump time + 6 minutes load time + 20 minutes haul time
60 minutes per hour
= 2 loads per hour per truck
30 minutes per truck round trip
10 trucks loaded per hour
= 5 trucks required to keep front-end loader working at capacity
2 loads per hour per truck
100 CYD per hour  8 hours = 800 CYD hauled per 8-hour workday Initial equipment requirement:
One front-end loader (2 1/2 CYD capacity).

Five dump trucks (10 CYD capacity) One bulldozer (work rate: spread 1,400 CYD daily)
One grader (to maintain haul road)
One tractor and tandem sheepfoot roller (work rate: compact 1,200 CYD daily) One water distributor truck (for moisture control)
One rubber-tired wobbly wheel roller (on standby for compaction and sealing fill when rain is expected) (can be towed by above bulldozer or tractor)
Construction Work Element Number and Description: 31 23 01 EXCAVATION AND FILLSITE
PREPARATION
Legend: CYD = cubic yard NMCB = naval mobile construction battalion Estimated by: BROWN Checked by: GREENE
Date: 6/14/2008 Date: 6/23/2008

## Equipment Estimate


Project Number: GM07-803
Project Title: CONSTRUCT BUILDING 101
Unit: NMCB FOUR
Project Location: U.S. NAVAL MAGAZINE
Construction Activity Number and Description: 31 20 EARTH MOVING Note: The initial requirement from page one must now be refined to accomplish a work schedule. Refinement of this estimate will also increase efficiency of equipment so it will be utilized close to full capacity. The work schedule requires completion of fill in an 18-day period. The weather at the project area is researched and an assumption is made that 3 days in every 17 working days will be lost due to rain. Therefore, 15 working days would be available for work. (7) 36,000 CYD
= 2,400 CYD per day (The amount that must be hauled daily to complete the work on schedule)
15 working days Task requirement: 2,400 CYD of earth fill will be hauled each day 2,400 CYD per day
= 3 (This is three times the output of loading and hauling spread shown on page 1)
800 CYD hauled per 8 - hour day Revised equipment requirement: (required to load and haul per a 15-day schedule)

| Three                                                                                               | Front-end loaders (2 1/2 CYD capacity)                                                   |
|-----------------------------------------------------------------------------------------------------|------------------------------------------------------------------------------------------|
| One                                                                                                 | Bulldozer (to maintain borrow pit)                                                       |
| One                                                                                                 | Grader (to maintain haul road)                                                           |
| 15                                                                                                  | Dump trucks (10 CYD capacity) (Recommend one or two extra trucks be added to assure that |
| a truck will always be waiting to be loaded so that the front-end loader will work at full capacity |                                                                                          |
| or during breakdowns.)                                                                              |                                                                                          |
|                                                                                                     |                                                                                          |
| 2,400 CYD per day                                                                                   |                                                                                          |
| 1,200 CYD per day work rate                                                                         |                                                                                          |
|                                                                                                     |                                                                                          |

Two tractors and tandem sheepfoot rollers (for compaction of earth fill)

| 2,400 CYD per day                                                                         |                                                |
|-------------------------------------------------------------------------------------------|------------------------------------------------|
| 1,400 CYD per day work rate                                                               |                                                |
| Two                                                                                       | Bulldozers (to spread earth fill)              |
| One                                                                                       | Water distributor truck (for moisture control) |
| One                                                                                       |                                                |
| Rubber-tired wobbly wheel roller (on standby for compaction and sealing fill when rain is |                                                |
| expected) (can be towed by above bulldozer or tractor).                                   |                                                |

 Note: This refined estimate takes the work period from 45 days down to 15 days; one-third less time. Production has been tripled but equipment has not, with equipment working at or as close to capacity as possible.

7. Consult the project schedule to find the time allotted for completion of the construction activity after determining the number of days of equipment operation required. In order to complete the work within the time scheduled, it may be necessary to work several pieces or groups of CESE at the same time. The result is a more efficient operation. Refer to Figure 3-1 (Sheet 2 of 2) for an example.

8. Develop a summation of the construction activity equipment estimates, providing a total CESE requirement for the duration of the project. Project crewleaders use the information from initial equipment estimates to develop project construction activity summary sheets, used in conjunction with equipment estimates to schedule or determine equipment, labor skill requirements, and CESE requirements and constraints. These topics fall into the category of project management. Discussion of project management is beyond the scope of this publication. Refer to NTRP 4-04.2.5/TM 3-34.42/AFPAM 32-1020/MCRP 3-40D.6 for additional information on project management.

## 3.4 Mobilization And Demobilization Considerations

Estimators may need to consider time, materiel, and costs for mobilization and demobilization of equipment, especially plant equipment. Mobilization costs for equipment include the loading cost at the point of origin; transportation costs from the point of origin to the construction site, including permits, unloading at the site, necessary assembly, and testing; and standby costs during mobilization and demobilization. Trucks capable of highway movement are usually driven to the site and are often used to transport minor items. All labor, equipment, and supply costs required to mobilize the equipment are also included in the mobilization costs. When the equipment's location is undetermined, the mobilization and demobilization distance should be based on a circular area around the project site, which will include a reasonable number of sources. Demobilization costs should be based on that portion of equipment expected to be returned to the point of origin and may be expressed as a percentage of mobilization costs. All labor, equipment, and supply costs required for cleaning/prepping the equipment so that it is in the same condition as it was when it arrived at the site should also be included in the demobilization cost. Mobilization and demobilization costs for plant equipment should be based on the delivered cost of the item, plus erection and dismantling costs, minus salvage value at the end of the project. Maintenance and repair are operating costs and should be distributed throughout work accomplishment.

## 3.5 Unit Organic Equipment List/Small Tools

Refer to unit organic equipment lists for specific information on the quantities and characteristics of CESE through small tools. Small power and hand tools and miscellaneous equipment and supplies not supported by a unit's organic equipment list must be identified and properly resourced. Estimators should recognize that there may be additional equipment available at a construction site and that such equipment may be taken into consideration when making job estimates.

## Chapter 4 Labor Estimates 4.1 Introduction

Detailed labor estimates are used to determine the number of direct labor man-days and trade skill requirements for a construction project. This initial labor estimate is a starting point for construction management and provides the minimum number of man-days and trade skills required. Man-day estimates also provide the basis to schedule labor in relation to construction progress. Only direct labor man-days are reflected in a project's labor estimate. Project crewleaders use the information from initial labor estimates to develop a project's construction activity summary sheets. Construction activity summary sheets are used in conjunction with labor estimates to determine labor skill requirements, determine crew make-up, determine resource leveling, establish project duration, and develop Level I and Level II bar charts for scheduling purposes. A summation of construction activity labor estimates is developed providing a total labor requirement for the project. At the unit level, project man-day requirements are consolidated to provide unit tasking labor requirements. These topics fall into the category of construction management. Discussion of construction management is beyond the scope of this publication. Refer to NTRP 4-04.2.5/TM 3-34.42/AFPAM 32-1020/MCRP 3-40D.6 for additional information on construction management.

## 4.1.1 Types Of Labor

It is important to distinguish between the three types of labor categories used by military engineers:

1. Direct labor. Includes all man-days expended directly on an assigned construction task, either in the field or in shops that contribute directly to the completion of the project. This does not include administrative time. 2. Indirect labor. Includes all labor required to support construction tasking that does not contribute directly to the completion of a project. An example of indirect labor is the time spent on construction management (e.g., coordinating with other crews and maintaining tools). Although necessary to the project, it does not directly contribute to the end product.
3. Overhead labor. Includes all labor not considered to be productive labor, since it does not contribute
directly or indirectly to the project. It includes all labor that must be performed, regardless of the assigned mission (e.g., administrative).

## 4.1.2 Man-Day Defined

A man-day is a unit of work performed by one person in 8 hours. It is critically important that the estimator understand this definition of a man-day. The man-day is a set standard and does not change. Man-day hours are not the same as workday hours. The number of hours for an assigned workday may change, but a man-day is always 8 hours.

## 4.2 Labor Estimate

The labor estimate is created using construction work elements, both work items and materiel items, identified in the project's materiel estimate. Refer to 2.2.1 for information on work items and materiel items. Labor estimates may show only man-days for each construction activity or may be in sufficient detail to list the number of man-days of each labor category (e.g., builder, electrician, equipment operator, laborer, steelworker, and utilities worker) by each construction activity/construction work element.

Sections 4.2.1 and 4.2.2 provide information on the labor estimating process.

## 4.2.1 Labor Estimating Worksheet

Estimating worksheets are used to create the labor estimate. The worksheet is not a standardized form. It is a blank sheet of paper or engineer pad with a header listing minimum data required to organize and track the estimator's work, as shown in Figure 4-1. Estimators should check the unit's SOPs for specific guidance concerning use of forms. Estimating worksheets are typically filled in with handwritten data. These worksheets are retained by the project crewleader for future use as a tool to justify labor requirements.

## 4.2.2 Labor Estimate Process Steps

The following steps outline the labor estimate process. Examples for some of the line items below are indicated by corresponding line item numbers on Figure 4-1.

1. Direct labor requirements are broken into tasks of work. Since each task is usually performed by a labor crew (including equipment), the crew must be defined and a production rate established for the task. First, create a list of construction activities/construction work elements identified during the materiel and equipment estimates that require labor. Study the plans and specifications to ensure familiarity with the project. Look for any work items that require labor overlooked during the development of the materiel and equipment estimates.

2. Create a labor estimating worksheet as described in 4.2.1 for each construction activity and list subordinate construction work elements on the estimating worksheet. Consider available resources and methods of construction. Refer to the method of construction, including sketches, provided in the materiel and the equipment estimates. Remember, during construction, if the method of construction changes from the method the work rate is based upon, project crew leaders need to adjust the estimate with a new work rate.
3. Identify each construction activity's/construction work element's quantity of work (quantity of materiel) from the materiel and equipment estimates. Record this quantity of work and its associated unit of issue as indicated on Figure 4-1. A materiel estimate usually includes a waste factor. Since the purpose here is to apply a work rate to the quantity of materiel handled, accuracy in determining how much of the materiel will be used at the specified work rate is important. Normally, the waste factor quantity is not included in the quantity of materiel used to calculate the labor requirement. 4. Select a work rate appropriate for the work/materiel item being estimated. Refer to Chapter 5 to select, from the appropriate data figures, a work rate based on specific materiels and tasks. Work rates for labor in this publication are recorded as man-hours per unit of issue, where the unit of issue matches the quantity of work unit of issue and is based on a unit of issue of one (i.e., 0.007 man-hours/square foot), where square foot is equal to 1 square foot unless otherwise indicated. When a work rate is presented in any other form, the estimator should convert it to match the standard used in this publication. Record this work rate and indicate the source data reference as indicated on Figure 4-1. Refer to 4.3 for information on how to determine work rate and 4.4 for factors that impact labor production/work rate. 5. Convert each line item from man-hours to man-days by dividing by 8 man-hours per man-day. Record any deviations from this standard by noting changes in the column indicated on Figure 4-1. Refer to Figures 4-2 and 4-3 for fractional man-hours to decimal minute conversion data and man-day to man-hour conversion data. 6. Apply a multiplier as required to adjust production based on known circumstances. During the initial estimate a factor of one is normally used unless specifically noted in the Chapter 5 data figures and/or specific information is known about the project. Factors greater than one indicate less efficiency and add labor hours to a task; factors less than one indicate greater efficiency and provide fewer labor hours for a task.

| Minutes    | Minutes    |   Fractional  |
|------------|------------|---------------|
| Man-hours  | Equivalent |               |
| Fractional |            |               |
| Man-hours  | Equivalent |               |
| 0.017      | 1          |         0.517 |
| 0.033      | 2          |         0.533 |
| 0.050      | 3          |         0.55  |
| 0.067      | 4          |         0.567 |
| 0.083      | 5          |         0.583 |
| 0.100      | 6          |         0.6   |
| 0.117      | 7          |         0.617 |
| 0.133      | 8          |         0.633 |
| 0.150      | 9          |         0.65  |
| 0.167      | 10         |         0.667 |
| 0.183      | 11         |         0.383 |
| 0.200      | 12         |         0.7   |
| 0.217      | 13         |         0.717 |
| 0.233      | 14         |         0.733 |
| 0.250      | 15         |         0.75  |
| 0.267      | 16         |         0.767 |
| 0.283      | 17         |         0.783 |
| 0.300      | 18         |         0.8   |
| 0.317      | 19         |         0.817 |
| 0.334      | 20         |         0.833 |
| 0.350      | 21         |         0.85  |
| 0.368      | 22         |         0.867 |
| 0.383      | 23         |         0.883 |
| 0.400      | 24         |         0.9   |
| 0.417      | 25         |         0.917 |
| 0.433      | 26         |         0.933 |
| 0.450      | 27         |         0.95  |
| 0.467      | 28         |         0.967 |
| 0.483      | 29         |         0.983 |
| 0.500      | 30         |         1     |


Fractional
Man-day
Man-hour Equivalent
0.1
0 hours 48 minutes
0.2
1 hour 36 minutes
0.3
2 hours 24 minutes
0.4
3 hours 12 minutes
0.5
4 hours 0 minutes
0.6
4 hours 48 minutes
0.7
5 hours 36 minutes
0.8
6 hours 24 minutes
0.9
7 hours 12 minutes
1.0
8 hours 0 minutes

A multiplier must be applied to each construction activity/construction work element. A single multiplier cannot be applied to the entire job. Record this multiplier as indicated on Figure 4-1. Refer to 4.4 for factors that impact labor production/work rate and delay factors/multipliers. 7. Calculate the standard effort for each construction activity/construction work element using the following formula and record it as indicated on Figure 4-1. A summation of the construction activity labor estimates provides a total labor requirement for the project.

## Note

Quantity of work divided by unit of issue size multiplied by work rate divided by 8 man-hour/man-day multiplied by multiplier equals standard effort (man-days).

## 4.3 Production/Work Rate Determination

A critical factor in producing an accurate labor estimate is determining the production/work rate. Estimating labor productivity is subject to many diverse and unpredictable factors. There is no substitute for the knowledge and experience of the estimator when estimating labor productivity. For some types of work, the task productivity of crewmembers (e.g., equipment operators) is determined by the productivity of the equipment. For some labor-based crews, the task productivity of craftsman (e.g., carpenters, steel workers, and masons) may be based on production rate data illustrated in various figures in Chapter 5. This data may be adjusted based on the estimator's professional experience and on conditions expected at the project location. Refer to 4.4 for factors that impact labor production/work rate. In order to make this adjustment, the estimator should know how the rate from the data figure was calculated. The production rates found in this publication are based on averages of commercial manufacturers and government planning sources combined with, and adjusted to, military engineer productivity. If the data illustrated in Chapter 5 is inadequate, consult other sources (e.g., other military manuals, civilian texts, experience, and unit records). If using civilian estimating guides, refer to 5.2.2 to convert civilian production rates to an average military engineer production rate.

## 4.4 Production Considerations

Estimators must be familiar with the following considerations and how they affect labor production/work rate. They may apply these considerations to an initial project estimate if they are aware of these specific conditions.

Often these considerations are applied to a project by the crewleader and planners during the project scheduling and crew determination process as a function of construction management. Refer to NTRP 4-04.2.5/TM 3-34.42/ AFPAM 32-1020/MCRP 3-40D.6 for additional information on construction management.

1. Workload. The time allotted for construction of the project has a definite bearing on the number of workers assigned to do the work. Rush jobs may require a crew to work long hours per day or multiple days without a day off. A worker's production per hour decreases sharply under these conditions. Sometimes it is better to increase the number of workers in a crew or work several shifts in order to complete a job quickly. 2. Project site area. The space for equipment maneuverability, storage of materiels, and job layout has a significant impact on the productivity of the crew. Site accessibility can affect labor requirements for a project. A hard-to-reach site may cause irregular delivery of materiels and time-consuming delays which use man-hours without producing results. 3. Labor. The number and size of each crew should be based on having sufficient workers to perform a task within the construction schedule and the limitations of workspace. This depends upon the skill and experience of the crewmembers performing the work, as well as certified training/licensing and/or familiarity of specific tasks by craft leaders/crewmembers. Once the crews have been developed, the task labor quantity can be determined based on the production rate of the crew. 4. Supervision. The skill and experience of the crewleader has a definitive bearing on how the crew performs. 5. Job conditions. Conditions on the job affect productivity. Low quality work requirements (e.g., rough surfaces and inexact cuts where visibility is not important) may allow for higher efficiency. Median quality requirements (e.g., temporary construction) may have average efficiency. High-visibility projects where the highest quality workmanship is required may have low efficiency production. Also, the types of materiel used may slow down the job progress significantly. Heavy wet clay is much more difficult to excavate than sandy loam or sand. Bulky or heavy materiels will require more time and equipment than light, prepackaged, easy-to-handle materiels. 6. Weather conditions. Weather conditions affect the number of man-hours required to do a job. Cold, damp climates, as well as hot, humid climates, reduce a worker's daily production and affect the output of construction equipment. Although time lost due to rain is not normally charged against a project, rain in the midst of a construction operation slows production and sometimes causes additional work, which increases the number of man-hours required to repair damages and to remove water from work areas before construction can resume. In colder climates, it is usually necessary to provide heat and protection for some parts of a project.

7. Equipment. The type of equipment available has a considerable effect on the amount of labor required to perform a certain task. Therefore, it is necessary for estimators to know what equipment will be used on a project before they can make an accurate estimate of manpower requirements. 8. Operational environment/location. An expeditionary operations project will be more labor intensive then a project in a benign, peaceful environment. Location of a job site will have tremendous impact on the progress of the project. A project in a remote location which has slow supply delivery and frequent tactical delays may rate low productivity. A project near the main camp with prompt deliveries and no tactical delay may rate high productivity.

## Chapter 5 Estimating Data 5.1 Introduction

This chapter consists of annexes organized as divisions of work as listed in Figure 5-1. These divisions are based on the current version of MasterFormat, as discussed in 1.3.2. Each division provides estimating information and data for various construction tasks categorized in that division. Divisions having limited application for work normally performed by military engineers have been omitted. Refer to manufacturers' data or commercial publications (e.g., RSMeans Company) for further information on omitted topics. Refer to 5.2.2 for conversion factors applied to commercial publications to adapt their data for use by military engineers.

Master
Activity
Description
Master
Activity
Description
00
Procurement and contracting
21
Fire suppression
01
General requirements
22
Plumbing
02
Existing conditions
23
Heating, ventilating, and air conditioning
03
Concrete
25
Integrated automation
04
Masonry
26
Electrical
05
Metals
27
Communications
06
Wood, plastics, and composites
28
Electronic safety and security
07
Thermal and moisture protection
31
Earthwork
08
Openings
32
Exterior improvements
09
Finishes
33
Utilities
10
Specialties
34
Transportation
11
Equipment
35
Waterway and marine construction
12
Furnishings
41
Materiel processing and handling equipment
13
Special construction
46
Water treatment equipment
14
Conveying systems

Data in this chapter supports general engineering operations. General engineering may be executed under combat conditions and in hostile operational environments. Data for support of combat engineering operations is beyond the scope of this publication. Refer to Appendix A for key resources and publications that also provide data for planning and estimating combat engineering operations.

## 5.2 How To Use The Estimating Data Figures

The following paragraphs discuss how to use data figures and information in this chapter to determine a reliable construction estimate. This includes instructions for the use of data figures, tips and relevant information on the circumstances under which data figures might be used, commercial data conversion factors, and information on crew sizes and trade classifications. Refer to Appendix C for an estimator's work item checklist to be used in conjunction with this chapter.

## 5.2.1 Figures And Data Information

Estimating data in the figures in this chapter is primarily based on information from RSMeans building construction cost data. This data was modified by military engineering subject matter experts using historical military engineering data to represent production under the range of conditions encountered in military engineering construction and at the level of training of military engineers. There are two basic categories of figures:
1. Weights and measures. Used to determine materiel quantities and equipment production factors as indicated in the appropriate figure. 2. Labor production. These figures are organized by construction work elements numbered using the current version of MasterFormat and synchronized with RSMeans (current version), Building Construction Cost Data. Labor is measured in man-hours (1 hour of labor per man) and converted to man-days as discussed in 4.1.2. The man-hour figure represents the number of man-hours required to accomplish one unit of work. The unit of work is based upon one unit of measure (e.g., 1 square foot or 1 foot). The unit of measure is indicated by an abbreviation as shown in Appendix B. This data is not intended to establish production standards. The data must be used with sound judgment and modified as the user's experience and operational situation suggests. Man-hours/man-day figures are based upon direct labor and do not include allowances for indirect or overhead labor. Refer to 4.1.1 for information on the types of labor.

## 5.2.2 Commercial Data Conversion Factors

Materiel weight, measure, and equipment production figures from commercial publications may be directly applied by military engineers. Labor hours data from commercial publications may be applied for use by military engineers by using a multiplier to convert civilian labor production figures to reasonable production figures for military labor (man-hours/man-days).

## Note

When civilian estimating guides are used, multiply the production rates by a factor of 1.33 through 2.00, depending on the complexity of the task in relation to the skill and training of military engineers, in order to convert to a reasonable military engineer production rate.

## 5.2.3 Crew And Trade Classifications Information

Minimum suggested crew size and trade classification information are provided in relevant figures. This information suggests a minimum number of personnel and skill types to safely and efficiently accomplish the work element task. Crew data in the figures in this chapter is primarily based on information from RSMeans. This data is not intended to be used as a rigid standard for crew determination. Rather, the data must be used with sound judgment and modified for the job, personnel availability, experience, training, and the operational situation. This publication uses two categories of labor:
1. Skilled. Skilled labor refers to a specific trade classification (e.g., builder, electrician, and welder). Refer to 1.4.4 for a description of trade classification/occupational construction skills used in this publication. 2. Laborer. This document uses the term laborer to refer to personnel that are unskilled within a specific occupational specialty and perform as general laborers or helpers.

## Chapter 5 Annex A Division 01 General Requirements 5.A.1 Introduction

Division 01, general requirements, is a mixture of performance and prescriptive specifications for items that do not apply directly to construction of the facility. Tasks are generally spread out over the entire project. These tasks are also referred to as project overhead, or job site overhead.

Estimators should review the Division 01 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Although Division 01 tasks are considered overhead labor, they must be planned for and resources set aside to accomplish them. Remember to account for funding of these items during BOM development.

Figures 5-A-1 through 5-A-3 present data and guidelines for estimating items found in Division 01.

| Work Element Description                                                                         | Unit    |
|--------------------------------------------------------------------------------------------------|---------|
| Man-hours                                                                                        |         |
| per Unit                                                                                         |         |
| 01 51 13.80 0300                                                                                 |         |
| Trailer Mounted Floodlight Set, 4 Light, Telescoping                                             | Each    |
| 01 51 13.80 0400                                                                                 |         |
| Jobsite Portolet                                                                                 | Each    |
|                                                                                                  |         |
| Scaffolding                                                                                      |         |
| (0010) Erect and dismantle tubular scaffold (including planks and leveling)                      |         |
| square foot of wall                                                                              |         |
| 0.040                                                                                            |         |
| surface                                                                                          |         |
| Minimum suggested crew size:                                                                     |         |
| Scaffolding erectionthree or four laborers, increase crew size for multiple tiers.              |         |
| Note: The first tier of scaffolding requires more time due to leveling and alignment procedures. |         |
| 01 54 36.00 0010                                                                                 |         |
| CESE Mobilization or Demobilization                                                              | Each    |
| 01 54 39.00 0010                                                                                 |         |
| Tool Kit Inventory                                                                               | Kit     |
| 01 58 13.00 0010                                                                                 |         |
| Project Sign                                                                                     | Each    |
| Work Element Description                                                  | Unit    |
|---------------------------------------------------------------------------|---------|
| Man-hours per                                                             |         |
| Unit                                                                      |         |
| 01 55 23.50                                                               |         |
| Roads and Sidewalks                                                       |         |
| (0010) Roads, gravel fill, no surfacing, 4-inch gravel depth              | SY      |
| (0020) 8-inch gravel depth                                                | SY      |
| (0030) Ramp, 3/4-inch plywood on 2- by 6-inch joists, 16 inches on center | SF      |
| (0040) 2- by 10-inch joists, 16 inches on center                          | SF      |
| 01 56 23.10                                                               |         |
| Barricades                                                                |         |
| (0010) Fill and place sandbags                                            | Each    |
| (0020) 5 feet high, 3 rail at 2 by 8 inches, fixed                        | LF      |
| (0030) Movable                                                            | LF      |
| (0040) Guardrail, wooden, 3 feet, 1 by 6 inches, on 2- by 4-inch posts    | LF      |
| 01 56 26.50                                                               |         |
| Temporary Fencing                                                         |         |
| (0010) Chain link, 11 gauge, 5 feet high                                  | LF      |
| (0020) 6 feet high                                                        | LF      |
| (0030) Plywood, painted, 2- by 4-inch frame, 4 feet high                  | LF      |
| (0040) Wire mesh on 4- by 4-inch posts, 4 feet high                       | LF      |
| 01 56 29.50                                                               |         |
| Temporary Protective Walkways                                             |         |
| (0010) Sidewalks, 2- by 12-inch planks, two uses                          | SF      |
| (0020) exterior plywood, two uses, 1/2 inch                               | SF      |
| (0030) exterior plywood, two uses, 3/4 inch                               | SF      |
| Minimum suggested crew size: two to four laborers.                        |         |
| Legend: LF = linear foot                                                  |         |
| SF = square foot                                                          |         |
| SY = square yard                                                          |         |


| Work Element Description                               | Unit    |
|--------------------------------------------------------|---------|
| Man-hours per                                          |         |
| Unit                                                   |         |
| 01 71 23                                               |         |
| Field Engineering                                      |         |
| Survey, conventional, topographical                    |         |
| (0010) (level area)                                    | SY      |
| (0020) (hilly area)                                    | SY      |
| (0030) minimum                                         | Acre    |
| (0040) maximum                                         | Acre    |
| Lot location and lines, for large quantities,          |         |
| (0050) minimum                                         | Acre    |
| (0060) average                                         | Acre    |
| (0070) maximum, for small quantities                   | Acre    |
| (0080) maximum, for small quantities                   | Each    |
| (0090) Property lines, perimeter, cleared land         | LF      |
| (0100) Stake out clearing limits (roads/runways)       | LF      |
| Layout baseline with offset hubs at 100-foot intervals |         |
| (0110) (level area)                                    | Feet    |
| (0120) (hilly area)                                    | Feet    |
| (0130) Set blue top at 25-foot interval                | Feet    |
| (0140) Layout bounds (building)                        | Each    |
| (0150) Layout and grade pipe/culvert                   | Each    |
| Minimum suggested crew size:                           |         |
| One chief of party                                     |         |
| One instrument person                                  |         |
| One to two rodman/chainman                             |         |
| Notes:                                                 |         |

1. This data provides information needed to compute the time required to survey a parcel or to

perform the layout for a construction project.

2. 1 acre = 43,560 SF.
INTENTIONALLY BLANK

## Chapter 5 Annex B Division 02 Existing Conditions 5.B.1 Introduction

Division 02, existing conditions, includes site demolition and remediation, building relocation, site surveys, and geotechnical investigations. The scope of work included in demolition can range from the removal of a window to the complete dismantling and removal of existing structures.

Estimators must assess the particular project and determine if the takeoff should be performed by the piece, square foot, cubic foot, or whole unit. Review the Division 02 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable.

Figures 5-B-1 through 5-B-3 present data and guidelines for estimating items found in Division 02.

| Work Element Description                                             | Unit    |
|----------------------------------------------------------------------|---------|
| Man-hours per                                                        |         |
| Unit                                                                 |         |
| 02 41 13.17                                                          |         |
| Demolish, Remove Pavement and Curb                                   |         |
| (0010) Pavement removal, bituminous roads, 46                       | SY      |
| (0020) Concrete to 6 inches thick, hydraulic hammer, mesh reinforced | SY      |
| (0030) Concrete to 6 inches thick, rod reinforced                    | SY      |
| (0040) Concrete, 7 to 24 inches thick, rod reinforced                | CYD     |
| (0050) Curbs, concrete, plain                                        | LF      |
| (0060) Curbs, concrete, reinforced                                   | LF      |
| (0070) Curbs, bituminous                                             | LF      |
| 02 41 13.33                                                          |         |
| Minor Site Demolition                                                |         |
| (0010) Guiderail, corrugated steel, remove only                      | LF      |
| (0020) Guiderail, corrugated steel, remove and reset                 | LF      |
| (0030) Median barrier, precast concrete, remove and store            | LF      |
| (0040) Median barrier, precast concrete, remove and reset            | LF      |
| (0050) Railroad track removal, ties and track                        | LF      |
| (0060) Ballast                                                       | CYD     |
| (0070) remove and re-install, ties and track, new bolts and spikes   | LF      |
| (0080) Sidewalk removal, bituminous, 2 1/2 inches thick              | SY      |
| (0090) concrete, plain, 4 inches thick                               | SY      |
| (0100) meshed reinforced                                             | SY      |
| Work Element Description                                                 | Unit    |
|--------------------------------------------------------------------------|---------|
| Man-hours per                                                            |         |
| Unit                                                                     |         |
| 02 41 13.60                                                              | Foot    |
| 0.049                                                                    |         |
| Fencing, Selective Demolish                                              |         |
|                                                                          |         |
| (0010) Fencing, barbed wire, 3 strand                                    |         |
|                                                                          |         |
| (0020) Fencing, barbed wire, 5 strand                                    | LF      |
| 0.076                                                                    |         |
| (0030) Chain link, posts and fabric, 8 to 10 feet high, remove only      | LF      |
| 0.072                                                                    |         |
| (0040) Chain link, posts and fabric, 8 to 10 feet high, remove and reset | LF      |
| 0.456                                                                    |         |
| Work Element Description                                       | Unit       |
|----------------------------------------------------------------|------------|
| Man-hours                                                      |            |
| per Unit                                                       |            |
| 02 41 16.17                                                    |            |
| Building Demolition Footings and Foundations                   |            |
| (0010) Concrete foundations                                    | CYD        |
| (0020) Concrete walls                                          | CYD        |
| (0030) Concrete slabs on grade with no reinforcing             | CYD        |
| (0040) Concrete slabs on grade with wire mesh reinforcing      | CYD        |
| (0050) Concrete slabs on grade with rebar and mesh reinforcing | CYD        |
| 02 41 19.16                                                    |            |
| Selective Demolition, Cutout                                   |            |
| (0010) Ceilings, sheetrock                                     | SF         |
| (0020) Ceilings, suspended acoustic                            | SF         |
| (0030) Doors and frames, wood 3 by 7 feet                      | Each       |
| (0040) Doors and frames, steel 3 by 7 feet                     | Each       |
| (0050) Flooring, ceramic or quarry tile                        | SF         |
| (0060) Flooring, resilient tile                                | SF         |
| (0070) Flooring, wood floor finish                             | SF         |
| (0080) Flooring, wood subfloor                                 | SF         |
| (0090) Framing, steel                                          | LF of wall |
| (0100) Framing, wood                                           | LF of wall |
| (0110) Wallboard, gypsum                                       | SF         |
| (0120) Wallboard, plywood                                      | SF         |
| (0130) Roofing, corrugated                                     | SF         |
| (0140) Roofing, buildup five-ply                               | SF         |
| (0150) Windows, metal                                          | SF         |
| (0160) Windows, wood                                           | SF         |
| Work Element Description                                                                        | Unit    |
|-------------------------------------------------------------------------------------------------|---------|
| Man-hours                                                                                       |         |
| per Unit                                                                                        |         |
| 02 41 19.23 B-1                                                                                 |         |
| Selective Demolition, Rubbish Handling                                                          |         |
| (0010) Chute, circular, prefabricated steel, 18-inch diameter                                   | LF      |
| (0020) 30-inch diameter                                                                         | LF      |
| (0030) Dust partition, 6 mil polyethylene, 2- by 4-inch frame (two builders)                    | SF      |
| (0040) Rubbish disposal up to 5 miles                                                           | CYD     |
| 02 41 19.27                                                                                     |         |
| Selective Demolition, Torch Cutting                                                             |         |
| (0010) Steel, 1-inch-thick plate                                                                | LF      |
| (0020) 1-inch-diameter bar                                                                      | Each    |
| Oxygen lance cutting, reinforced concrete walls,                                                |         |
| (0030) 12- to 16-inch-thick walls                                                               | LF      |
| Crew sizes are dictated by safety, scope of the project, weight, and bulk of materiels handled. |         |
| Notes:                                                                                          |         |

1. Work includes removal of item and stacking or piling onsite for removal at ground level. 2. Second floor or upper story work includes dumping into rubbish chutes. 3. Concrete demolition is figured on using pneumatic tools with average crew of two tool operators and
three to five laborers.
4. Work includes salvage of materiels (e.g., cleaning and pulling nails).

| Work Element Description                                        | Unit    |
|-----------------------------------------------------------------|---------|
| Man-hours                                                       |         |
| per Unit                                                        |         |
| 02 58 13.10                                                     |         |
| Snow Fencing System                                             |         |
| (0010) Snow fence on steel posts 10 feet on center, 4 feet high | LF      |

INTENTIONALLY BLANK

## Chapter 5 Annex C Division 03 Concrete 5.C.1 Introduction

Division 03, concrete, includes formwork and accessories, reinforcing, cast-in-place, precast concrete, and concrete materiels and placement.

Be sure to review all drawing categories for use of concrete. Ensure alignment between specifications and drawings. Review the Division 03 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Refer to TM 3-34.44/FM 5-428/MCRP 3-40D.4, Concrete and Masonry, for further information on physical characteristics, properties, and ingredients of concrete; mixtures, design, and construction of forms; and reinforced concrete and field construction procedures. The following estimating tips are provided.

1. Labor for forming. Labor required for forming includes fabrication; handling into place; erection and oiling; installing form ties, tie wire, struts, chamfer strips, and screed guides; bracing and shoring; erecting runways and scaffolds; and checking forms during placement of concrete. Stripping includes removing, cleaning, and reconditioning forms. Forming is usually computed in square feet of contact surface, which is the area of concrete in direct contact with forms or in linear feet of form length required. Screed guides should be computed as the equivalent form length of an edge form. 2. Labor for reinforced concrete. Concrete is reinforced with steel bars or with welded steel wire mesh that is used for reinforcing slabs, gunite, and precast concrete. In some applications, wire mesh and bars are used in combination for reinforcing. Some tables show both bars and mesh, so that the appropriate man-hours per unit may be used. Reinforcing steel is computed in tons of bars. Reinforcing mesh is computed in square feet of the area. Labor for reinforcing steel includes handling into place, tying, supporting, and any cutting that becomes necessary at the site, such as cutting around embedded materiels or cutting stock lengths of straight bars to fit slab dimensions. Labor for wire mesh reinforcing includes handling into place, cutting to fit, tying at overlaps, and pulling up into position during placement of concrete. 3. Labor for mixing concrete. Sometimes, concrete must be mixed at the job site rather than being delivered in transit mix trucks. Labor for mixing concrete at the jobsite includes loading, measuring, wheeling, and dumping aggregates and cement into the mixer; bringing water to the mixer by truck, hose, pipe, or pump; and operating the mixer. 4. Labor for placing concrete. Handling from the mixer or transit mixer truck to the final position is included in placing concrete. This includes hoisting, spreading, vibrating, and screeding the concrete to grade. 5. Labor for finishing concrete. Concrete finishing includes floating, troweling, tooling slabs, and filling voids and honeycombs. Pointing and patching includes patching tie holes and removing fins. 6. Labor for curing concrete. The term curing includes covering surfaces with curing compound, sand, paper, tarpaulins, burlap, or straw, and keeping as wet as required.

7. Fine grading process. The process of fine grading includes bringing in fill or removing excess earth, spreading, leveling, compacting, and sprinkling when necessary. 8. Vapor barrier placement. The process of placing vapor barrier includes handling and placement, cutting to fit, smoothing as necessary, and sealing the joints. 9. Expansion joints. Placing premolded expansion joints includes handling into place, cutting to fit, placing, and fastening to hold in position until the concrete is placed. Labor for placing poured expansion joints includes cleaning the joints of foreign matter, handling materiel to the melting pot, melting, handling to the joints, pouring the joints, and dusting. 10. Cold weather protection. Several methods are available to provide cold weather protection for concrete. These include covering the concrete with sand, straw, or paper; heating the mixing water and aggregate; building enclosures; and operating heaters.

| Bar Number         | Nominal Weight    | Diameter    | Cross Sectional Area    |   Perimeter  |
|--------------------|-------------------|-------------|-------------------------|--------------|
| (Inches)           |                   |             |                         |              |
| Square             | Inches            | Millimeters | Pounds                  |              |
| per Foot           |                   |             |                         |              |
| Kilograms          |                   |             |                         |              |
| per Meter          |                   |             |                         |              |
| Inches Millimeters | Square            |             |                         |              |
| Inches             | Centimeters       |             |                         |              |
| #3                 |                   |             |                         |              |
|                    | (3/8)             | 0.376       | 0.560                   |        0.375 |
| #4                 | (1/2)             | 0.668       | 0.994                   |        0.5   |
| #5                 | (5/8)             | 1.043       | 1.552                   |        0.625 |
| #6                 | (3/4)             | 1.502       | 2.235                   |        0.75  |
| #7                 | (7/8)             | 2.044       | 3.042                   |        0.875 |
| #8                 | (1)               | 2.670       | 3.973                   |        1     |
| #9                 | (1 1/8)           | 3.400       | 5.059                   |        1.128 |
| #10                | (1 1/4)           | 4.303       | 6.403                   |        1.27  |
| #11                | (1 3/8)           | 5.313       | 7.906                   |        1.41  |
| #14                | (1 3/4)           | 7.650       | 11.384                  |        1.693 |
| #18                | (2 1/4) 13.600    | 20.238      | 2.257                   |       57.33  |

1. This figure provides specifications, sizes, and weights of reinforcing steel bars used for concrete
reinforcement.
2. The nominal dimensions of a deformed bar are equivalent to those of a plain round bar having the same
weight per foot as the deformed bar.
3. Bar numbers are based on the number of eighths of an inch in the nominal diameter of the bars. 4. Refer to drawings and specifications for splicing requirements. If no guidance is given, use the following
formula: splicing is equal to 32 times diameter, or a minimum of 24 inches per splice, or whichever is greater.

| New Designation                                        | Steel Area per Foot    | Weight              |
|--------------------------------------------------------|------------------------|---------------------|
| SpacingCross                                          |                        |                     |
| Section Area                                           |                        |                     |
| Longitudinal                                           | Transverse             | Per 100 Square Feet |
| Kilograms                                              |                        |                     |
| per Square                                             |                        |                     |
| T                                                      |                        |                     |
| y                                                      |                        |                     |
| p                                                      |                        |                     |
| e                                                      |                        |                     |
| Meter                                                  |                        |                     |
| (InchesSquare                                         |                        |                     |
| Inch 100)                                              |                        |                     |
| Inches Centimeters Inches Centimeters Pounds Kilograms |                        |                     |
| 6  6W1.4  W1.4                                      | 0.028                  | 0.071               |
| 6  6W2.0  W2.0                                      | 0.040                  | 0.102               |
| 6  6W2.9  W2.9                                      | 0.058                  | 0.147               |
| 6  6W4.0  W4.0                                      | 0.080                  | 0.203               |
| 4  4W1.4  W1.4                                      | 0.042                  | 0.107               |
| R                                                      |                        |                     |
| o                                                      |                        |                     |
| l                                                      |                        |                     |
| l                                                      |                        |                     |
| s                                                      |                        |                     |
| 4  4W2.0  W2.0                                      | 0.060                  | 0.152               |
| 4  4W2.9  W2.9                                      | 0.087                  | 0.221               |
| 4  4W4.0  W4.0                                      | 0.120                  | 0.305               |
| 6  6W2.9  W2.9                                      | 0.058                  | 0.147               |
| 6  6W4.0  W4.0                                      | 0.080                  | 0.203               |
| 6  6W5.5  W5.5                                      | 0.110                  | 0.279               |
| 6  6W4.0  W4.0                                      | 0.120                  | 0.305               |

S h e e t s Note: This figure provides specifications, sizes, and weights of welded wire fabric used for reinforcement.

| Specified Compressive    | Maximum Absolute Permissible Water-Cement Ratio by    |
|--------------------------|-------------------------------------------------------|
| Strength                 | Weight                                                |
| Pounds per Square Inch   | Nonair-Entrained Concrete                             |
| 2,500                    | 0.67                                                  |
| 3,000                    | 0.58                                                  |
| 3,500                    | 0.51                                                  |
| 4,000                    | 0.44                                                  |
| 4,500                    | 0.38                                                  |
| 5,000                    | see Note 2                                            |

1. Specified compressive strength is designed to be achieved at 28 days. The water-cement
ratios presented will provide average strengths that are greater than the specified
strengths.
2. For strength above 4,500 pounds per square inch for nonair-entrained concrete, and
4,000 pounds per square inch for air-entrained concrete, proportions should be
established by the trial-batch method. Refer to TM 3-34.44/FM 5-428/MCRP 3-40D.4 for
further information.

| Concrete    |   Mix 1, 1:1:1-3/4  |   Mix 2, 1:2:2-1/4  |   Mix 3, 1:2-1/4:3  |   Mix 4, 1:3:4  |
|-------------|---------------------|---------------------|---------------------|-----------------|
| (CYD)       |                     |                     |                     |                 |
| Sand        |                     |                     |                     |                 |
| (CYD)       |                     |                     |                     |                 |
| Stone       |                     |                     |                     |                 |
| (CYD)       |                     |                     |                     |                 |
| Sand        |                     |                     |                     |                 |
| (CYD)       |                     |                     |                     |                 |
| Stone       |                     |                     |                     |                 |
| (CYD)       |                     |                     |                     |                 |
| Sand        |                     |                     |                     |                 |
| (CYD)       |                     |                     |                     |                 |
| Stone       |                     |                     |                     |                 |
| (CYD)       |                     |                     |                     |                 |
| Sand        |                     |                     |                     |                 |
| (CYD)       |                     |                     |                     |                 |
| Stone       |                     |                     |                     |                 |
| (CYD)       |                     |                     |                     |                 |
| Cement      |                     |                     |                     |                 |
| (94-LB      |                     |                     |                     |                 |
| Sack)       |                     |                     |                     |                 |
| Cement      |                     |                     |                     |                 |
| (94-LB      |                     |                     |                     |                 |
| Sack)       |                     |                     |                     |                 |
| Cement      |                     |                     |                     |                 |
| (94-LB      |                     |                     |                     |                 |
| Sack)       |                     |                     |                     |                 |
| Cement      |                     |                     |                     |                 |
| (94-LB      |                     |                     |                     |                 |
| Sack)       |                     |                     |                     |                 |
| 1           |                10   |                0.37 |                0.63 |            7.75 |
| 0.52        |                 0.7 |                5    |                0.56 |            0.74 |
| 2           |                20   |                0.74 |                1.26 |           15.5  |
| 1.04        |                 1.4 |               10    |                1.12 |            1.48 |
| 3           |                30   |                1.11 |                1.89 |           23.25 |
| 1.56        |                 2.1 |               15    |                1.68 |            2.22 |
| 4           |                40   |                1.48 |                2.52 |           31    |
| 2.08        |                 2.8 |               20    |                2.24 |            2.96 |
| 5           |                50   |                1.85 |                3.15 |           38.75 |
| 2.60        |                 3.5 |               25    |                2.8  |            3.7  |
| 6           |                60   |                2.22 |                3.78 |           46.5  |
| 3.12        |                 4.2 |               30    |                3.36 |            4.44 |
| 7           |                70   |                2.59 |                4.41 |           54.25 |
| 3.64        |                 4.9 |               35    |                3.92 |            5.18 |
| 8           |                80   |                2.96 |                5.04 |           62    |
| 4.16        |                 5.6 |               40    |                4.48 |            5.92 |
| 9           |                90   |                3.33 |                5.67 |           69.75 |
| 4.68        |                 6.3 |               45    |                5.04 |            6.66 |
| 10          |               100   |                3.7  |                6.3  |           77.5  |
| 5.20        |                 7   |               50    |                5.6  |            7.4  |
| 20          |               200   |                7.4  |               12.6  |          155    |

1. The following notes are to be used for estimating quantities of materiel needed for concrete mixing. Refer to
TM 3-34.44/FM 5-428/MCRP 3-40D.4 for further information on concrete designs and mixing procedures.
2. To calculate volumes of cement, sand, and gravel for mix design not presented; use the "Rule of 42." To mix
approximately 1 CYD of 1:2:4 concrete, add the numbers of the mix design together 1 + 2 + 4 = 7. Then divide 42 by the mix design summation of 7, which equals 6. This means it will take 6 parts per CF of materiel. For example:

| Cement        | 1  6 = 6 CF or 6 sacks of cement      |
|---------------|----------------------------------------|
| Sand          | 2  6 = 12 CF or 0.45 CYD of sand      |
| Stone         | 4  6 = 24 CF or 0.89 CYD of stone     |
|               | -------------------------------------- |
|               |                                        |
| Total dry mix | 42 CF will produce 1 CYD of concrete   |

3. "Rule of 42" is used when the size of the coarse aggregate is not over 2 1/2 inches. "Rule of 41" is used to calculate the
quantities of materiel for concrete when the size of the coarse aggregate is not over 1 inch.
4. A waste factor is added in ordering materiels for jobs; 5 percent of materiels is added for jobs requiring 200 or more
CDs of concrete, and 10 percent is added for smaller jobs.
5. The amount of water to be used is calculated by the specified water-cement ratio of numbered gallons of water to each
bag of cement. A water-cement ratio is applied to a mix design to achieve a desired compressive strength and workability of the concrete. The amount of water (moisture content) of the sand and stone aggregates must be determined prior to adding water to ensure the water-cement ratio is accurate. The most important factor controlling the strength of concrete is the water-cement ratio, or the proportion of water to cement in the mix.


 CYD = cubic yard LB = pound



| Slab Thickness    | CF of Concrete Required    | Slab Area Coverage SF    |
|-------------------|----------------------------|--------------------------|
| (Inches)          | per SF of Slab             | per CYD                  |
| 2                 | 0.167                      | 162                      |
| 3                 | 0.250                      | 108                      |
| 4                 | 0.333                      | 81                       |
| 5                 | 0.417                      | 65                       |
| 6                 | 0.500                      | 54                       |
Concrete Required per 100 SF of Given Thickness
Thickness (Inches)
CF
CYD
4
33.3
1.24
6
50.0
1.85
8
66.7
2.47
10
83.3
3.90
12
100.0
3.70
Man-hours per Unit
Work Element Description
Unit
Fabricate
Erect and
Strip
Clean
and
Move
Total
Hours
(1 Use)
03 11 13.20


Beams and Girders, Forms in Place


Exterior spandrel, plywood, one use


(0010) 12-inch width
0.113
0.147
0.023
0.283
SF of contact
(0020) 18-inch width
0.102
0.133
0.020
0.255
surface
(0030) 24-inch width
0.096
0.126
0.019
0.241
Interior beam, plywood, one use


(0040) 12-inch width
0.085
0.111
0.017
0.213
(0050) 24-inch width
0.080
0.104
0.016
0.200
03 11 13.25


Columns, Forms in Place


Round fiber tube, recycled paper, one use


(0010) 8-inch diameter
LF
*
0.274
*
0.274
(0020) 10-inch diameter
LF
*
0.274
*
0.274
(0030) 12-inch diameter
LF
*
0.283
*
0.283
(0040) 14-inch diameter
LF
*
0.294
*
0.294
(0050) 16-inch diameter
LF
*
0.304
*
0.304
Plywood (job-built), one use


0.092
0.150
0.016
0.258
(0060) 8 by 8 inches
SF of contact
(0070) 12 by 12 inches
0.085
0.137
0.015
0.237
surface
(0080) 16 by 16 inches

0.083
0.133
0.014
0.230
(0090) 24 by 24 inches

0.080
0.130
0.013
0.223
03 11 13.30 Culvert, Forms in Place
SF of contact
surface
*
*
*
0.250
(0010) 5 to 8 foot square or rectangular
Man-hours per Unit
Work Element Description
Unit
Fabricate
Erect and
Strip
Clean
and
Move
Total
Hours
(1 Use)
03 11 13.35


Elevated Slabs (Overhead)


(0010) Flat plate, job-built, to 15 feet high
SF
0.049
0.087
0.020
0.156
(0020) Box out for slab openings
SF of contact
0.107
0.192
0.037
0.336
surface
(0030) Bulkhead forms for slab
LF
0.041
0.072
0.014
0.127
(0040) Slab bulkhead form, 4 1/2 inches high
LF
0.011
0.021
0.004
0.036
(0050) Curb forms, wood, 6 to 12 inches high
SF of contact
0.076
0.135
0.026
0.237
surface
(0060) Edge forms to 6 inches high
LF
0.027
0.049
0.009
0.085
(0070) Perimeter deck and rail
LF
0.151
0.270
0.052
0.473
03 11 13.45


Footings, Forms in Place


(0010) Continuous wall, plywood, one use
SF of contact
0.046
0.046
0.021
0.113
surface
(0020) Dowel supports for footings or beams
LF
*
*
*
0.085
(0030) Keyway, tapered wood 2 by 4 inches
LF
*
*
*
0.020
(0040) Pile cap, square or rectangular, job
SF of contact
*
*
*
0.146
built plywood, one use
surface
(0050) Spread footing, job-built lumber
SF of contact
0.057
0.057
0.026
0.140
surface
Support for dowels, plinths, or templates


(0060) 2 by 2 feet, footing
Each
*
*
*
1.702
(0070) 4 by 4 feet, footing
Each
*
*
*
1.935
(0080) Plinths, job-built plywood
SF of contact
*
*
*
0.170
surface
03 11 13.50


Grade beam, Forms in Place
SF of contact
0.034
0.072
0.016
0.122
surface


(0010) Job-built plywood, one use
03 11 13.65
Slab on grade, Forms in Place (0010) Bulkhead forms with keyway, wood,
LF
0.025
0.051
0.008
0.084
6 inches high, one use


(0020) Curb forms, wood 6 to 12 inches high,
SF of
0.263
0.119
0.020
0.402
on grade, one use
contact


(0030) Edge forms, wood, on grade to
surface


6 inches high
(0040) 7 to 12 inches high
LF
0.021
0.043
0.007
0.071

SF of
0.029
0.059
0.010
0.098


(0050) for depressed slabs, to 12 inches high
contact
surface
(0060) from 12 to 24 inches high


LF
0.043
0.085
0.014
0.142

LF
0.073
0.146
0.024
0.243
Man-hours Per Unit
Work Element Description
Unit
Fabricate
Erect and
Strip
Clean
and
Move
Total
Hours
(1 Use)
03 11 23.75 (0010)
Stairs, Forms in Place
SF
------------------------0.55 Complete-------------------
03 11 13.85


Walls, Forms in Place


0.066
0.087
0.021
0.173
(0010) Wall, job-built plywood, to 8 feet
SF of contact
surface
(0020) Wall, over 8 to 16 feet high
0.086
0.114
0.027
0.227
Minimum suggested crew size: Forming/strippingfive laborers. Forming/stripping (gang forms)five laborers, two equipment operators. Notes:

1. The following notes are to be used for estimating labor to fabricate and erect forms. Refer to
TM 3-34.44/FM 5-428/MCRP 3-40D.4 for information on concrete form design and materiel estimating procedures.
2. Concrete forming estimates are based on using form accessories, form ties, and steel column clamps. 3. Suspended slabs, beams, and girders are figures using 4- by 4-inch shores and wooden wedges. For
adjustable shores, use a 0.9 multiplier.
4. Forming walls over 10 feet high and other high work will increase erection time. To compensate, use
a 1.11.5 multiplier depending on job complexity.

| Application                                                          | Unit    | Man-hours per Unit    |
|----------------------------------------------------------------------|---------|-----------------------|
| 03 15 05.02                                                          |         |                       |
| Anchor Bolts                                                         |         |                       |
| J-type, plain, including nut and washer,                             |         |                       |
| (0010) 1/2-inch diameter 6 to 12 inches long, average                | Each    | 0.125                 |
| (0020) 5/8-inch diameter 12 to 24 inches long, average               | Each    | 0.154                 |
| (0030) 3/4-inch diameter 8 to 24 inches long, average                | Each    | 0.173                 |
| (0040) 7/8-inch diameter 12 to 24 inches long, average               | Each    | 0.219                 |
| 03 15 05.12                                                          |         |                       |
| Chamfer Strips                                                       |         |                       |
|                                                                      |         |                       |
| (0010) Wood, 1/2 to 1 inch wide, average                             | LF      |                       |
|                                                                      |         |                       |
| 0.021                                                                |         |                       |
|                                                                      |         |                       |
| 03 15 05.25                                                          |         |                       |
| Expansion Joints                                                     |         |                       |
| (0010) Pre-molded, bituminous fiber, 1/2 by 6 inches                 | LF      | 0.028                 |
| (0020) 1 by 12 inches                                                | LF      | 0.036                 |
| (0030) Polyethylene, backer rod, 3/8- to 1-inch diameter             | LF      | 0.023                 |
| 03 15 05.35                                                          |         |                       |
| Inserts                                                              |         |                       |
|                                                                      |         |                       |
| (0010) Slotted nut type for 3/4-inch bolts, up to 8 inches long also | Each    |                       |
|                                                                      |         |                       |
| 0.123                                                                |         |                       |
|                                                                      |         |                       |
| average for other types of inserts                                   |         |                       |
| 03 15 05.75                                                          |         |                       |
| Sleeves and Chases                                                   |         |                       |
|                                                                      |         |                       |
| (0010) Plastic, one use, 9 inches long, 2-inch diameter              | Each    |                       |
|                                                                      |         |                       |
| 0.106                                                                |         |                       |
|                                                                      |         |                       |
| (0020) 4-inch diameter                                               | Each    |                       |
|                                                                      |         |                       |
| 0.118                                                                |         |                       |
|                                                                      |         |                       |
| (0030) 6-inch diameter                                               | Each    |                       |
|                                                                      |         |                       |
| 0.142                                                                |         |                       |
|                                                                      |         |                       |
| (0040) 12-inch diameter                                              | Each    |                       |
|                                                                      |         |                       |
| 0.177                                                                |         |                       |
|                                                                      |         |                       |
| Work Element Description                                   | Unit    | Man-hours per    |
|------------------------------------------------------------|---------|------------------|
| Unit                                                       |         |                  |
| 03 15 05.96                                                |         |                  |
| Concrete Forming Accessories, Miscellaneous Items          |         |                  |
| SF                                                         |         |                  |
| SF                                                         |         |                  |
| SF                                                         |         |                  |
| Each                                                       |         |                  |
| 0.02                                                       |         |                  |
| 0.08                                                       |         |                  |
| 0.04                                                       |         |                  |
| 0.06                                                       |         |                  |
|                                                            |         |                  |
| LF                                                         |         |                  |
| LF                                                         |         |                  |
| LF                                                         |         |                  |
| LF                                                         |         |                  |
| 0.08                                                       |         |                  |
| 0.12                                                       |         |                  |
| 0.05                                                       |         |                  |
| 0.08                                                       |         |                  |
| (0010) Acid wash (walls)                                   |         |                  |
| (0020) Architectural concrete: patched, honed, sack rubbed |         |                  |
| (0030) Carborundum rub                                     |         |                  |
| (0040) Ceiling inserts                                     |         |                  |
| Concrete cutting                                           |         |                  |
| (0050) Existing 2-inch-deep cut                            |         |                  |
| (0060) Existing 4-inch-deep cut                            |         |                  |
| (0070) Green 2-inch-deep cut                               |         |                  |
| (0080) Green 4-inch-deep cut                               |         |                  |
| Concrete core drilling                                     |         |                  |
| (0090) Slab vertical - 3-inch diameter by 6 inches thick   |         |                  |
| (0100) Wall horizontal - 4-inch diameter by 8 inches thick |         |                  |
|                                                            |         |                  |
| Each                                                       |         |                  |
| Each                                                       |         |                  |
| 2.00                                                       |         |                  |
| 2.50                                                       |         |                  |
| 0.16                                                       |         |                  |
| 0.023                                                      |         |                  |
| 0.01                                                       |         |                  |
| 1.00                                                       |         |                  |
| 0.05                                                       |         |                  |
| 0.064                                                      |         |                  |
| 0.04                                                       |         |                  |
| 0.04                                                       |         |                  |
| 0.10                                                       |         |                  |
| 0.01                                                       |         |                  |
| 1.00                                                       |         |                  |
| .002                                                       |         |                  |
| 0.04                                                       |         |                  |
| (0110) Curb angles                                         |         |                  |
| (0120) Dovetail anchor slots                               |         |                  |
| (0130) Floor hardeners (magnesium fluosilicate) one coat   |         |                  |
| (0140) Grout, nonshrink, under steel plate, 1 inch         |         |                  |
| (0150) Patch tie holes (walls)                             |         |                  |
| (0160) Pickup and brace inserts                            |         |                  |
| (0170) Poured expansion joint 1/2 by 1/2 inch              |         |                  |
| (0180) Premolded expansion joint                           |         |                  |
| (0190) Reglets (metal or polyvinyl chloride (PVC))         |         |                  |
| (0200) Silicon waterproofing                               |         |                  |
| (0210) Steel base plates 12 by 14 by 1/2 inches            |         |                  |
| (0220) Vapor barrier, polyethylene                         |         |                  |
| (0230) Water stops (PVC dumbbells or copper)               |         |                  |
| (0240) Gravel under floor slab 6" deep compacted           |         |                  |
| LF                                                         |         |                  |
| LF                                                         |         |                  |
| SF                                                         |         |                  |
| SF                                                         |         |                  |
| Each                                                       |         |                  |
| Each                                                       |         |                  |
| Feet                                                       |         |                  |
| Feet                                                       |         |                  |
| Feet                                                       |         |                  |
| SF                                                         |         |                  |
| Each                                                       |         |                  |
| SF                                                         |         |                  |
| Feet                                                       |         |                  |
| SF                                                         | .01     |                  |

1. Tables are for installation only and do not include fabrication time.
2. Premolded expansion joint figure is based on materiel 1/2-inch thick and of sufficient width to extend the
required depth. Use a 1.15 multiplier for 1-inch materiel.
3. Concrete sawing is based on 4,000 feet-per-inch blade life, which reduces in proportion to depth.
4. Core drilling labor varies if slabs or walls are heavily reinforced with 3/4- to 1 1/2-inch rebar or if holes are
widely spaced.

Bar Size
(# = Number)
By Hand
By Machine

Hours/Bend
Hours/Hook
Hours/Bend
Hours/Hook


03 21 10.10
Reinforcing Steel Fabrication
#4 or less
(0010) 0.04
(0020) 0.06
(0030) 0.015
(0040) 0.025
#5 to #7
(0050) 0.05
(0060) 0.08
(0070) 0.020
(0080) 0.030
#8 and #9
(0090) 0.06
(0100) 0.10
(0110) 0.025
(0120) 0.040
#10 to #14
(0130) 0.07
(0140) 0.12
(0150) 0.030
(0160) 0.050
Minimum suggested crew size: one skilled worker and one laborer.

1. This figure provides man-hours required for making one bend or hook in reinforcing steel bars. 2. Reinforcing steel fabrication includes cutting, banding, and tagging. Assembly and tying into mats and
beams in the shop are also included.

| Application                                               | Unit    |
|-----------------------------------------------------------|---------|
| Man-hours per                                             |         |
| Unit                                                      |         |
|                                                           |         |
| Welded Wire Fabric                                        |         |
| Sheets                                                    |         |
| (0010) 58 pounds per 100 SF                               |         |
| (0020) 85 pounds per 100 SF                               |         |
| SF                                                        |         |
| SF                                                        |         |
| 0.008                                                     |         |
| 0.009                                                     |         |
| Slab on grade, concrete paving, precast roof panels, etc. |         |
| Rolls                                                     | SF      |
| (0030) Gunite reinforcement, beam and column wrap.        |         |
| Minimum suggested crew size: two skilled laborers.        |         |

1. Welded wire fabric is taken off by SF. It is manufactured in sheets and rolls. Rolls are 250 feet
long by 5 feet wide, and flat sheets are 5 by 10 feet. Refer to Figure 5-C-2 for specifications,
sizes, and weights of welded wire fabric.
2. The estimator should list separately the different sizes required. If specifications don't specify an
overlap, add 10 percent for overlap and waste.


| Application Reinforcing Bar Size (# = Number)                                                 | Unit    |
|-----------------------------------------------------------------------------------------------|---------|
| Man-hours                                                                                     |         |
| per Unit                                                                                      |         |
|                                                                                               |         |
| Reinforcing in Place                                                                          |         |
| Beams and girders                                                                             |         |
| Ton                                                                                           | 26.60   |
| (0020) #8 to #18                                                                              | Ton     |
| Columns                                                                                       |         |
| Ton                                                                                           | 28.37   |
| (0040) #8 to #18                                                                              | Ton     |
| Footings                                                                                      |         |
| Ton                                                                                           | 20.27   |
| (0060) #8 to #18                                                                              | Ton     |
| Slab on grade                                                                                 | Ton     |
| (0070) #3 to #7                                                                               |         |
| Walls                                                                                         |         |
| Ton                                                                                           | 14.19   |
| (0090) #8 to #18                                                                              | Ton     |
| Dowels                                                                                        |         |
| (0100) 2 feet long, deformed, #3#6                                                           |         |
| (0110) 12 inches long, smooth, #3                                                             |         |
| Each                                                                                          |         |
| Each                                                                                          |         |
| 0.041                                                                                         |         |
| 0.152                                                                                         |         |
| Minimum suggested crew size: four skilled laborers.                                           |         |
| Notes:                                                                                        |         |
| 1. Reinforcing bar is taken off by LF and converted to pounds or, for large quantities, tons. |         |
| Reinforcing bar is available in stock lengths of 20 feet. Refer to Figure 5-C-1 for sizes and |         |
| weights of reinforcing bar.                                                                   |         |

2. The estimator should list separately each size (by bar designation) and shape required. If
specifications and drawings don't specify an overlap, the bars should be lapped not fewer
than 32 times the bar diameter, or not less than 24 inches. Add 10 percent for overlap and
waste.
3. Placement of reinforcing steel includes handling into place, tying, supporting, and any
cutting which becomes necessary at the site, such as cutting around imbedded items or
cutting stock lengths of straight bars to fit slab dimensions.
4. Man-hour estimates are based on all reinforcing steel being shop fabricated (cut to length
and bent ready to place in the structure).
5. If reinforcing steel is to be welded in place, use a 1.5 multiplier.
6. Order three 4-pound rolls of the wire for each ton of rebar (16-gauge black annealed wire).

| Work Element Description                                   | Unit    |
|------------------------------------------------------------|---------|
| Man-hours per                                              |         |
| Unit                                                       |         |
| 03 30 53.10                                                |         |
| Mixing Concrete                                            |         |
| Hand mixing onsite:                                        |         |
| (0010) two boards or boats                                 | CYD     |
| Machine mixing onsite:                                     |         |
| (0020) 16 CF capacity                                      | CYD     |
| (0030) 11 CF capacity                                      | CYD     |
| Tailor to 1 CF of capacity                                 |         |
| Transit mix truck (8 CYD capacity)                         | CYD     |
| Minimum suggested crew size: Refer to the following notes. |         |

1. This data provides information needed to compute the time required to survey a parcel or to
perform the layout for a construction project.
2. Hand mixing using two boards eliminates waiting for a batch to be mixed before dry charging the
mixing board, as the mixers alternate boards. With twelve men, the maximum output is about 8 CYD per day.
3. Warm weather (90 to 100 degrees) will slow mixing time and add 0.5 man-hours per CYD. 4. Labor to charge a mixer can be reduced by the use of a small front-end loader, but at least one
man must remain on each aggregate stock pile to monitor bucket loading.
5. Transit mix man-hours are based on using four trucks, average haul of five miles, and four men
operating a dry cement batching plant.
6. Large job man-day estimates are dependent on equipment used, as well as manufacturer's
ratings and recommendations.

| Work Element Description    | Unit    |
|-----------------------------|---------|
| Direct from                 |         |
| Chute                       |         |
| Wheeled                     | Pumped  |
| Crane and                   |         |
| Bucket                      |         |
|                             |         |
| Placing Concrete            |         |
| LF                          | *       |
| place, including forming    |         |
| Beams, elevated             | CYD     |
| Columns, square or round    |         |
| 12 inches thick             | CYD     |
| *                           | *       |
| 18 inches thick             | CYD     |
| 24 inches thick             | CYD     |
| Elevated slabs              |         |
| less than 6 inches thick    | CYD     |
| 6 to 10 inches thick        | CYD     |
| Footings, continuous        |         |
| Shallow                     | CYD     |
| deep                        | CYD     |
| Footings, spread            |         |
| under 1 CYD                 | CYD     |
| over 5 CYDs                 | CYD     |
| Grade beams                 | CYD     |
| Pile caps                   | CYD     |
| Slabs on grade              |         |
| up to 6 inches thick        | CYD     |
| over 6 inches thick         | CYD     |
| Walls                       |         |
| 8 inches thick              | CYD     |
| *                           |         |
| 12 inches thick             | CYD     |
| 1 inch thick                | CYD     |
|                             |         |
| add to placing time above,  |         |
| walking cart                |         |
| up to 50-foot haul, add     | CYD     |
| up to 150-foot haul, add    | CYD     |
| up to 250-foot haul, add    | CYD     |

Minimum suggested crew size: one crew leader, two skilled and six unskilled laborers, and two equipment operators. Notes:
1. This figure provides man-hours for labor and equipment to place and vibrate concrete.

2. For upper stories, add per story: placed by pump, use a 1.07 multiplier; placed by bucket or crane, use a

1.05 multiplier.
3. Construction that moves in and out of ramps, runways, or staging is not included. For moving and in and out,
use 0.22 man-hours per linear foot.
4. Major considerations in planning concrete placement are: method of placement, accessibility, rate of
placement in regard to form design, amount and frequency of delivery governed by the ability to screed, tamp,
and finish.

| Work Element Description                                              | Unit    |
|-----------------------------------------------------------------------|---------|
| Man-hours per                                                         |         |
| Unit                                                                  |         |
| 03 35 29.30                                                           |         |
| Finishing Floors                                                      |         |
| Manual screed finish                                                  | SF      |
| (0010) manual screed and bull float                                   | SF      |
| (0020) manual screed, bull float, manual float                        | SF      |
| (0030) manual screed, bull float, manual float, broom finish          | SF      |
| (0040) manual screed, bull float, manual float, manual steel trowel   | SF      |
| (0050) manual screed, bull float, machine float, trowel (walk-behind) | SF      |
| (0060) Power screed, bull float, machine float, trowel (walk-behind)  | SF      |
| (0070) Power screed, bull float, machine float, trowel (ride-on)      | SF      |
| (0080) Dustproofing, solvent-based, one coat                          | SF      |
| (0090) Stair finish, float                                            | SF      |
| (0100) steel trowel finish                                            | SF      |
| (0110) silicon carbide finish, (0.25 pounds per SF)                   | SF      |
| 03 35 29.35                                                           |         |
| Control Joints, Saw Cut                                               |         |
| (0010) Saw cut in green concrete, 1-inch up to 2-inch depth, average  | LF      |
| (0020) clean out control joint of debris                              | LF      |
| joint sealant                                                         |         |
| (0030) backer rod, polyethylene, 1/4-inch diameter                    | LF      |
| LF                                                                    | 0.045   |
| sealant polyethylene, 1/4-inch diameter                               |         |
| 03 35 29.60                                                           |         |
| Finishing Walls                                                       |         |
| (0010) Break ties and patch voids                                     | SF      |
| (0020) Burlap rub with grout                                          | SF      |
| (0030) Carborundum rub, dry                                           | SF      |
| (0040) wet                                                            | SF      |
| (0050) Bush hammer, green concrete                                    | SF      |
| (0060) cured concrete                                                 | SF      |
| (0070) Float finish, 1/16 inch thick                                  | SF      |
| (0080) Grind form fins flush                                          | LF      |
| 03 39 13.50                                                           |         |
| Water Curing                                                          |         |
| (0010) Liquid spray, membrane, burlap, water spray                    |         |
| 03 39 23.13                                                           |         |
| (0010) Sprayed membrane curing compound                               |         |
| 03 45 13.50                                                           |         |
| Precast Wall Panels *                                                 | SF      |
| (0010) 20 ft x 10 ft x 6-inch thick                                   |         |

Minimum suggested crew size: two builders and six laborers, depending on size of pour and type of finish. * Crew size, one equipment operator, six steelworkers Note: Refer to TM 3-34.44/FM 5-428/MCRP 3-40D.4 for further information on cold weather protection procedures.

INTENTIONALLY BLANK

## Chapter 5 Annex D Division 04 Masonry 5.D.1 Introduction

Division 04, masonry, includes installing brick, concrete block, mortar-bound rubble, ceramic tile, quarry tile, structural tile (glazed or face), and lathing and plastering.

Ensure alignment between specifications and drawings. Review the Division 04 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Refer to TM 3-34.47/FM 5-426/MCRP 3-40D.3, Carpentry, for further information on mason's tools and equipment; physical characteristics and properties of concrete blocks, bricks, and structural clay tiles; and construction procedures and methods for these masonry units. The following estimating tips are provided.

1. Brick and concrete block. Labor for the installation of brick and concrete block includes mixing mortar, carrying materiels to the mason, hoisting materiels, and laying brick and block. It also includes tooling joints, erecting and dismantling scaffold, sawing block, and culling brick and block. Labor for this type of masonry includes cleaning brick and block in place. 2. Mortar-bound rubble. The installation of mortar-bound rubble includes labor for mixing mortar, rough-cutting stone, carrying mortar and rubble to the mason, hoisting materiels, and laying rubble. Installation also includes tooling and pointing joints, erecting and dismantling scaffold, and cleaning rubble in place. 3. Ceramic and quarry tile. The installation of ceramic and quarry tile includes mixing mortar for bed coat and joints, carrying mortar and tile to the tile setter, spreading bed coat, cutting tile, and setting tile. Labor estimates should also include slushing and finishing joints, cleaning tile in place, and erecting and dismantling scaffold.

4. Structural tile. The installation of structural face tile and glazed structural tile units includes mixing mortar, carrying mortar and tile to the mason, hoisting materiels, laying tile, tooling joints, erecting and dismantling scaffold, cutting tile, and cleaning tile in place. 5. Mortar. Mortar is a composition of water; fine aggregates (e.g., sand); Portland, hydraulic, or masonry cement; and lime. The purpose of mortar is to bond together individual units of brick, block, or stone. 6. Grout. Grout is a composition of Portland cement, sand, lime, and water mixed in similar proportions and strengths to mortar. Additional water is used to bring the consistency to a more fluid or plastic state, so the grout can be pumped or poured into the cells of set concrete block containing vertical or horizontal reinforcing.

Figures 5-D-1 through 5-D-10 present data and guidelines for estimating items found in Division 04.


| Hydrated                                           | Mortar    |
|----------------------------------------------------|-----------|
| Type                                               |           |
| Portland                                           |           |
| Cement                                             | Lime      |
| Sand                                               | Use       |
| M                                                  | 1         |
| General use where high strength is required,       |           |
| especially good compressive strength; work that    |           |
| is below grade and in contact with earth.          |           |
| S                                                  | 1         |
| Suitable for general use, but recommended          |           |
| where high resistance to lateral forces is         |           |
| required.                                          |           |
| N                                                  | 1         |
| exposed masonry where high compressive             |           |
| and/or lateral strengths are not required.         |           |
| O                                                  | 1         |
| weathering; acceptable for non-load bearing        |           |
| walls of solid units and interior non-load bearing |           |
| partitions of hollow units.                        |           |

1. This figure shows some common mortar types, mixing proportions, and their general uses. 2. The water used should be of the quality of drinking water. Use only as much as needed to bring the mix
to a suitable plastic and workable state.
3. The sand should be damp and loose. A general rule for sand content is that it should not be less than
2 1/4 or more than 3 times the sum of the cement and lime volumes.

| Mortar Type                     | Strength    |
|---------------------------------|-------------|
| Average Compressive Strength at |             |
| 28 Days                         |             |
| M                               | High        |
| S                               | High        |
| N                               | Medium      |
| O                               | Low         |


|   Number of Stretchers  | Wall Length*     |   Number of Stretchers  | Wall Length*     |
|-------------------------|------------------|-------------------------|------------------|
|                     1   | 1 feet 4 inches  |                     8.5 | 11 feet 4 inches |
|                     1.5 | 2 feet 0 IN      |                     9   | 12 feet 0 IN     |
|                     2   | 2 feet 8 inches  |                     9.5 | 12 feet 8 inches |
|                     2.5 | 3 feet 4 inches  |                    10   | 13 feet 4 inches |
|                     3   | 4 feet 0 IN      |                    10.5 | 14 feet 0 IN     |
|                     3.5 | 4 feet 8 inches  |                    11   | 14 feet 8 inches |
|                     4   | 5 feet 4 inches  |                    11.5 | 15 feet 4 inches |
|                     4.5 | 6 feet 0 IN      |                    12   | 16 feet 0 IN     |
|                     5   | 6 feet 8 inches  |                    12.5 | 16 feet 8 inches |
|                     5.5 | 7 feet 4 inches  |                    13   | 17 feet 4 inches |
|                     6   | 8 feet 0 IN      |                    13.5 | 18 feet 0 IN     |
|                     6.5 | 8 feet 8 inches  |                    14   | 18 feet 8 inches |
|                     7   | 9 feet 4 inches  |                    14.5 | 19 feet 4 inches |
|                     7.5 | 10 feet 0 IN     |                    15   | 20 feet 0 IN     |
|                     8   | 10 feet 8 inches |                    20   | 26 feet 8 inches |

*Based on units 15 5/8 inches long and half units 7 5/8 inches long, with 3/8-inch-thick head joints.

Wall Height 3/8-inch Bed Joint
No. of
8-Inch Block
4-Inch Block
No. of
8-Inch Block
4-Inch Block
Courses
(Height)
(Height)
Courses
(Height)
(Height)
1
8 inches
4 inches
10
6 feet 8 inches
3 feet 4 inches
2
1 feet 4 inches
8 inches
15
10 feet 0 IN
5 feet 0 IN
3
2 feet 0 IN
1 feet 0 IN
20
13 feet 4 inches
6 feet 8 inches
4
2 feet 8 inches
1 feet 4 inches
25
16 feet 8 inches
8 feet 4 inches
5
3 feet 4 inches
1 feet 8 inches
30
20 feet 0 IN
10 feet 0 IN
6
4 feet 0 IN
2 feet 0 IN
35
23 feet 4 inches
11 feet 8 inches
7
4 feet 8 inches
2 feet 4 inches
40
26 feet 8 inches
13 feet 4 inches
8
5 feet 4 inches
2 feet 8 inches
45
30 feet 0 IN
15 feet 0 IN
9
6 feet 0 IN
3 feet 0 IN
50
33 feet 4 inches
16 feet 8 inches


| Wall Thickness    | Spacing of Grouted    | Grout, CYD for 100    |
|-------------------|-----------------------|-----------------------|
| (Inches)          | Cores (Inches)        | SF Wall Area          |
| Wall Area, SF for |                       |                       |
| 1 CYD of Grout    |                       |                       |
| 6                 | All cores grouted     | 0.79                  |
| 16                | 0.40                  | 250                   |
| 24                | 0.28                  | 357                   |
| 32                | 0.22                  | 450                   |
| 40                | 0.19                  | 526                   |
| 48                | 0.17                  | 588                   |
| 8                 | All cores grouted     | 1.26                  |
| 16                | 0.74                  | 135                   |
| 24                | 0.58                  | 173                   |
| 32                | 0.49                  | 204                   |
| 40                | 0.44                  | 228                   |
| 48                | 0.39                  | 257                   |
| 12                | All cores grouted     | 1.99                  |
| 16                | 1.18                  | 85                    |
| 24                | 0.91                  | 110                   |
| 32                | 0.76                  | 132                   |
| 40                | 0.70                  | 143                   |
| 48                | 0.64                  | 156                   |

1. A 3 percent allowance has been included for waste and job conditions. 2. All quantities include grout for intermediate and top bond beams in addition to grout for cores.

| Work Element Description                                    | Unit    |
|-------------------------------------------------------------|---------|
| Man-hours per                                               |         |
| Unit                                                        |         |
| 04 01 20.20                                                 |         |
| Pointing Masonry                                            |         |
| (0010) Cut and repoint brick, hard mortar, running bond     | SF      |
| (0020) Repoint, mask, and grout method, running bond        | SF      |
| (0030) Scrub coat, sand grout on walls, minimum             | SF      |
| 04 01 30.20                                                 |         |
| Cleaning Masonry                                            |         |
| (0100) Chemical cleaning, new construction, brush and wash, |         |
| average                                                     | SF      |
| (0020) High-pressure water only, average                    | SF      |
| (0030) Steam cleaning, average                              | SF      |
| 04 01 30.60                                                 |         |
| Brick Washing                                               |         |
| (0010) Acid cleanser, smooth brick                          | SF      |
| (0020) rough brick                                          | SF      |
| (0030) Stone, acid wash                                     | SF      |
| Minimum suggested crew size: one builder and laborer.       |         |

1. A multiplier of 1.5 was used to convert civilian production rates to military production rates in this
figure. No further adjustment required for military production.
2. Scaffolding is not included. 3. Clean-up is included.
4. A person can clean 50 SF per hour on smooth brick and 35 SF per hour on rough brick. Do not
use acid solution until wall is at least 7 days old.
5. Recommend use of 1 gallon muriatic acid to 20 gallons of water for 1,000 SF.

| Work Element Description                                                             | Unit    |   Man-hours  |
|--------------------------------------------------------------------------------------|---------|--------------|
| per Unit                                                                             |         |              |
| 04 05 13.30                                                                          |         |              |
| Mortar                                                                               |         |              |
| (0010) Mixing                                                                        | CF      |        0.083 |
| 04 05 16.30                                                                          |         |              |
| Grouting                                                                             |         |              |
| (0010) Bond beams and lintels, 8 inches deep, 6 inches thick, 0.15 CF per LF         |         |              |
| (0020) 8 inches thick, 0.2 CF per LF                                                 |         |              |
| (0030) 10 inches thick, 0.25 CF per LF                                               |         |              |
| (0040) 12 inches thick, 0.3 CF per LF                                                |         |              |
| (0050) Concrete block cores, solid, 4 inches thick, by hand, 0.067 CF per SF of wall |         |              |
| (0060) 6 inches thick, pumped, 0.175 CF per SF                                       |         |              |
| (0070) 8 inches thick, pumped, 0.258 CF per SF                                       |         |              |
| (0080) 10 inches thick, pumped, 0.340 CF per SF                                      |         |              |
| (0090) 12 inches thick, pumped, 0.422 CF per SF                                      |         |              |
| (0100) Cavity walls, 2-inch space, pumped, 0.167 CF per SF of wall                   |         |              |
| (0110) 3-inch space, 0.250 CF per SF                                                 |         |              |
| (0120) 4-inch space, 0.333 CF per SF                                                 |         |              |
| (0130) 6-inch space, 0.500 CF per SF                                                 |         |              |
| LF                                                                                   |         |              |
| LF                                                                                   |         |              |
| LF                                                                                   |         |              |
| LF                                                                                   |         |              |
| SF                                                                                   |         |              |
| SF                                                                                   |         |              |
| SF                                                                                   |         |              |
| SF                                                                                   |         |              |
| SF                                                                                   |         |              |
| SF                                                                                   |         |              |
| SF                                                                                   |         |              |
| SF                                                                                   |         |              |
| SF                                                                                   |         |              |
| (0140) Door frames, 3- by 7-foot opening, 2.5 CF per opening                         |         |              |
| (0150) 6- by 7-foot opening, 3.5 CF per opening                                      |         |              |
| (0160) Grout, for bond beams, lintels, and concrete masonry unit cores               |         |              |
| Each                                                                                 |         |              |
| Each                                                                                 |         |              |
| CF                                                                                   |         |              |
| 0.033                                                                                |         |              |
| 0.034                                                                                |         |              |
| 0.041                                                                                |         |              |
| 0.046                                                                                |         |              |
| 0.054                                                                                |         |              |
| 0.066                                                                                |         |              |
| 0.071                                                                                |         |              |
| 0.072                                                                                |         |              |
| 0.075                                                                                |         |              |
| 0.028                                                                                |         |              |
| 0.040                                                                                |         |              |
| 0.042                                                                                |         |              |
| 0.060                                                                                |         |              |
| 0.800                                                                                |         |              |
| 1.070                                                                                |         |              |
| 0.136                                                                                |         |              |
| Minimum suggested crew size: one builder skilled and two laborers.                   |         |              |

Notes: A multiplier of 1.5 was used to convert civilian production rates to military production rates in this figure. No further adjustment required for military production.

| Work Element Description                                                  | Unit    |
|---------------------------------------------------------------------------|---------|
| Man-hours per                                                             |         |
| Unit                                                                      |         |
| 04 05 19.05                                                               |         |
| Anchor Bolts                                                              |         |
| Hooked, with nut and washer                                               |         |
| (0010) 1/2-inch diameter, 8 and 12 inches long                            | Each    |
| (0020) 5/8-inch diameter, 8 and 12 inches long                            | Each    |
| (0030) 3/4-inch diameter, 8 and 12 inches long                            | Each    |
| 04 05 19.16                                                               |         |
| Masonry Anchors                                                           |         |
| (0010) Various types, average                                             |         |
| 04 05 19.26                                                               |         |
| Masonry Reinforcing Bars                                                  |         |
| (0010) Steel bars, placed horizontal, #3 and #4 bars                      | LB      |
| (0020) #5 and #6 bars                                                     | LB      |
| (0030)Steel bars, placed vertical, #3 and #4 bars                         | LB      |
| (0040) #5 and #6 bars                                                     | LB      |
| (0050) Joint reinforcing, regular truss or cavity truss, to 6 inches wide | LF      |
| (0060) to 12 inches wide                                                  | LF      |
| 04 05 23.13                                                               |         |
| Control Joint                                                             |         |
| LF                                                                        | 0.033   |
| various types, average                                                    |         |
| 04 05 23.19                                                               |         |
| Vent Box                                                                  |         |
| Each                                                                      | 0.400   |
| (0010) Extruded aluminum and stainless steel ventilators, various types,  |         |
| average                                                                   |         |
| 04 05 23.95                                                               |         |
| Wall Plugs (for nailing to brickwork)                                     |         |
| (0010) Galvanized, plain or wood-filled                                   |         |


| Work Element Description                                             | Unit    |
|----------------------------------------------------------------------|---------|
| Man-hours per                                                        |         |
| Unit                                                                 |         |
| 04 21 13.13                                                          |         |
| Brick Veneer Masonry                                                 |         |
| (0010) Common bond, standard, 4 by 2 2/3 by 8 inches (7.88 per SF)   | SF      |
| (0020) Stack bond, standard, (6.75 per SF)                           | SF      |
| (0030) Backup, 4 inches, running bond, standard brick, (6.75 per SF) | SF      |
| Note: Plan for 3 percent brick and 25 percent mortar waste           |         |
| 04 21 26.10                                                          |         |
| Glazed Structural Clay Masonry Tile                                  |         |
| SF                                                                   | 0.250   |
| various types, average                                               |         |
| Plan for 3 percent waste                                             |         |
| 04 21 29.10                                                          |         |
| Terra Cotta Masonry Components                                       |         |
| (0010) Coping, split type, not glazed, various types, average        | LF      |
| (0020) Partition or backup blocks, various types, average            | SF      |
| 04 21 29.20                                                          |         |
| Terra Cotta Tile                                                     |         |
| (0010) On walls, dry set, 1/2 inch thick, various types, average     | SF      |
| Minimum suggested crew size: one builder and two laborers.           |         |

Notes: A multiplier of 2.0 was used to convert civilian production rates to military production rates in this figure. No further adjustment required for military production.

| Work Element Description                                                    | Unit    |
|-----------------------------------------------------------------------------|---------|
| Man-hours per                                                               |         |
| Unit                                                                        |         |
| 04 22 10.14                                                                 |         |
| Concrete Block, Back-up                                                     |         |
| Normal weight, 8- by 16-inch units, tooled one side, not reinforced         |         |
| (0010) 8 inches thick                                                       | SF      |
| Reinforced, alternate courses                                               |         |
| (0020) 4 inches thick                                                       |         |
| (0030) 8 inches thick                                                       |         |
| (0040) 12 inches thick                                                      |         |
| SF                                                                          |         |
| SF                                                                          |         |
| SF                                                                          |         |
| 0.178                                                                       |         |
| 0.202                                                                       |         |
| 0.320                                                                       |         |
| 04 22 10.16                                                                 |         |
| Concrete Block, Bond Beam                                                   |         |
| Regular block, 8 inches high, including reinforcing (two #5 bars) and grout |         |
| (0010) 8 inches thick                                                       |         |
| (0020) 12 inches thick                                                      |         |
| LF                                                                          |         |
| LF                                                                          |         |
| 0.266                                                                       |         |
| 0.384                                                                       |         |
| Work Element Description                                                          | Unit     |
|-----------------------------------------------------------------------------------|----------|
| Man-hours per                                                                     |          |
| Unit                                                                              |          |
| 04 22 10.18                                                                       |          |
| Concrete Block, Column or Pilaster                                                |          |
| Including vertical reinforcing (four #4 bars) and grout                           | vertical |
| (0010) 1-piece unit, 16 by 16 inches                                              | LF       |
| (0020) 1-piece unit, 16 by 20 inches                                              | LF       |
| (0030) 2-piece unit, 16 by 20 inches                                              | LF       |
| 04 22 10.24                                                                       |          |
| Concrete Block, Exterior                                                          |          |
| (0010) Normal weight, tooled two sides, reinforced, alternate courses 8- by       |          |
| 16-inch units, 8 inches thick                                                     |          |
| (0020) 12 inches thick                                                            |          |
| SF                                                                                |          |
| SF                                                                                |          |
| 0.222                                                                             |          |
| 0.384                                                                             |          |
| 04 22 10.26                                                                       |          |
| Concrete Block, Foundation Wall                                                   |          |
| Normal weight, cut joints, horizontal joint reinforcing, no vertical reinforcing, |          |
| hollow or solid                                                                   |          |
| (0010) 8- by 16-inch units, 8 inches thick                                        |          |
| (0020) 10 inches thick                                                            |          |
| (0030) 12 inches thick                                                            |          |
| SF                                                                                |          |
| SF                                                                                |          |
| SF                                                                                |          |
| 0.188                                                                             |          |
| 0.228                                                                             |          |
| 0.320                                                                             |          |
| 04 22 10.30                                                                       |          |
| Concrete Block, Interlocking                                                      |          |
| Not including reinforcing and grout                                               |          |
| (0010) 8- by 16-inch units, 8 inches thick                                        |          |
| (0020) 12 inches thick                                                            |          |
| (0030) 16 inches thick                                                            |          |
| SF                                                                                |          |
| SF                                                                                |          |
| SF                                                                                |          |
| 0.130                                                                             |          |
| 0.146                                                                             |          |
| 0.172                                                                             |          |
| Including reinforcing and grout                                                   |          |
| (0040) 8- by 16-inch units, 8 inches thick                                        |          |
| (0050) 12 inches thick                                                            |          |
| (0060) 16 inches thick                                                            |          |
| SF                                                                                |          |
| SF                                                                                |          |
| SF                                                                                |          |
| 0.262                                                                             |          |
| 0.290                                                                             |          |
| 0.346                                                                             |          |
| 04 22 10.32                                                                       |          |
| Concrete Block, Lintels                                                           |          |
| Including horizontal reinforcing and grout                                        |          |
| (0010) 8- by 8-inch units, 8 inches thick, (one #4 bar)                           |          |
| (0020) 8- by 8-inch units, 8 inches thick, (two #4 bars)                          |          |
| (0030) 8- by 16-inch units, 8 inches thick, (one #4 bar)                          |          |
| (0040) 8- by 16-inch units, 8 inches thick, (two #4 bars)                         |          |
| (0050) 12- by 16-inch units, 8 inches thick, (one #4 bar)                         |          |
| LF                                                                                |          |
| LF                                                                                |          |
| LF                                                                                |          |
| LF                                                                                |          |
| LF                                                                                |          |
| 0.214                                                                             |          |
| 0.216                                                                             |          |
| 0.232                                                                             |          |
| 0.238                                                                             |          |
| 0.256                                                                             |          |


| Work Element Description                                      | Unit    |
|---------------------------------------------------------------|---------|
| Man-hours per                                                 |         |
| Unit                                                          |         |
| 04 22 10.19                                                   |         |
| Concrete Block, Partitions                                    |         |
| Regular block, tooled joints, two sides, excludes scaffolding |         |
| Hollow, not reinforced,                                       |         |
| (0010) 8- by 16-inch units, 4 inches thick                    |         |
| (0020) 6 inches thick                                         |         |
| (0030) 8 inches thick                                         |         |
| (0040) 10 inches thick                                        |         |
| (0050) 12 inches thick                                        |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| 0.186                                                         |         |
| 0.200                                                         |         |
| 0.214                                                         |         |
| 0.222                                                         |         |
| 0.282                                                         |         |
| Hollow, reinforced alternate courses                          |         |
| (0060) 8- by 16-inch units, 4 inches thick                    |         |
| (0070) 6 inches thick                                         |         |
| (0080) 8 inches thick                                         |         |
| (0090) 10 inches thick                                        |         |
| (0100) 12 inches thick                                        |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| 0.188                                                         |         |
| 0.202                                                         |         |
| 0.216                                                         |         |
| 0.226                                                         |         |
| 0.286                                                         |         |
| 04 22 10.19                                                   |         |
| Concrete Block, Partitions                                    |         |
| Regular block, tooled joints, two sides, excludes scaffolding |         |
| Solid, not reinforced,                                        |         |
| (0110) 8- by 16-inch units, 2 inches thick                    |         |
| (0120) 4 inches thick                                         |         |
| (0130) 6 inches thick                                         |         |
| (0140) 8 inches thick                                         |         |
| (0150) 12 inches thick                                        |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| 0.184                                                         |         |
| 0.192                                                         |         |
| 0.208                                                         |         |
| 0.222                                                         |         |
| 0.296                                                         |         |
| Solid, reinforced alternate courses                           |         |
| (0160) 8- by 16-inch units, 4 inches thick                    |         |
| (0170) 6 inches thick                                         |         |
| (0180) 8 inches thick                                         |         |
| (0190) 12 inches thick                                        |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| SF                                                            |         |
| 0.190                                                         |         |
| 0.210                                                         |         |
| 0.226                                                         |         |
| 0.300                                                         |         |

Minimum suggested crew size: one builder and two laborers.

1. A multiplier of 2.0 was used to convert civilian production rates to military production rates in this figure.
No further adjustment required for military production.
2. The masonry estimates are based on the following conditions:
a. All joints are 3/8 inch.
b. Units laid in running bond or stack bond.
c. All mortar is mixed by machine.
3. All special blocks that require field cutting shall be ordered as full size blocks.

## Chapter 5 Annex E Division 05 Metals 5.E.1 Introduction

Division 05, metals, includes erection of structural and miscellaneous steel fabrications and erection of sheet metal.

Ensure alignment between specifications and drawings. Review the Division 05 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks if applicable. The following estimating tips are provided.

1. Erection of structural and miscellaneous steel. The labor for erection of structural steel includes unloading, erecting temporary bolting, plumbing, leveling, high-strength bolting, and/or welding. Miscellaneous steel erection includes unloading, setting in place, plumbing, leveling, and fastening (usually by bolting or welding). 2. Sheet metal. This includes the fabrication and erection of gutters, downspouts, ridges, valleys, flashings, and ducts. Fabrication is usually done in the sheet metal shop and includes making patterns, cutting, forming, seaming, soldering, attaching stiffeners, and hauling to the site. Erection includes unloading, storing onsite, handling into place, hanging, fastening, and soldering.

Figures 5-E-1 through 5-E-17 present data and guidelines for estimating items found in Division 05.

| Thickness    | Weight      | Thickness    | Weight      |
|--------------|-------------|--------------|-------------|
| (Inches)     | (LB per SF) | (Inches)     | (LB per SF) |
| 3/16         | 7.6         | 3/4          | 30.6        |
| 1/4          | 10.2        | 7/8          | 35.7        |
| 5/16         | 12.7        | 1            | 40.8        |
| 3/8          | 15.3        | 1 1/4        | 51.0        |
| 7/16         | 17.8        | 1 1/2        | 61.2        |
| 1/2          | 20.4        | 1 3/4        | 71.4        |
| 5/8          | 25.5        | 2            | 81.6        |


| Thickness    | Weight      | Thickness    | Weight      |
|--------------|-------------|--------------|-------------|
| (Inches)     | (LB per SF) | (Inches)     | (LB per SF) |
| 1/8          | 8.0         | 5/16         | 13.7        |
| 3/16         | 8.7         | 3/8          | 16.2        |
| 1/4          | 11.2        | 1/2          | 21.5        |
|                      |                  | Black       | Galvanized       |
|----------------------|------------------|-------------|------------------|
| Description          | Weight LB per SF | Description | Weight LB per SF |
| United States        |                  |             |                  |
| Thickness            | Flat             | Corrugated  | Thickness        |
| (U.S.) Gage          |                  |             |                  |
| 12                   |                  |             |                  |
| 14                   |                  |             |                  |
| 0.1046               |                  |             |                  |
| 0.0747               |                  |             |                  |
| 4.3                  |                  |             |                  |
| 3.1                  |                  |             |                  |
| 4.7                  |                  |             |                  |
| 3.4                  |                  |             |                  |
| 5.0                  |                  |             |                  |
| 3.6                  |                  |             |                  |
| 0.1084               |                  |             |                  |
| 0.0785               |                  |             |                  |
| 4.5                  |                  |             |                  |
| 3.2                  |                  |             |                  |
| 4.9                  |                  |             |                  |
| 3.5                  |                  |             |                  |
| 5.2                  |                  |             |                  |
| 3.7                  |                  |             |                  |
|                      |                  |             |                  |
| 16                   |                  |             |                  |
| 18                   |                  |             |                  |
| 0.0598               |                  |             |                  |
| 0.0478               |                  |             |                  |
| 2.5                  |                  |             |                  |
| 2.0                  |                  |             |                  |
| 2.7                  |                  |             |                  |
| 2.1                  |                  |             |                  |
| 2.8                  |                  |             |                  |
| 2.3                  |                  |             |                  |
| 0.0635               |                  |             |                  |
| 0.0516               |                  |             |                  |
| 2.6                  |                  |             |                  |
| 2.1                  |                  |             |                  |
| 2.9                  |                  |             |                  |
| 2.3                  |                  |             |                  |
| 3.0                  |                  |             |                  |
| 2.4                  |                  |             |                  |
|                      |                  |             |                  |
| 20                   |                  |             |                  |
| 22                   |                  |             |                  |
| 0.0359               |                  |             |                  |
| 0.0299               |                  |             |                  |
| 1.5                  |                  |             |                  |
| 1.2                  |                  |             |                  |
| 1.6                  |                  |             |                  |
| 1.3                  |                  |             |                  |
| 1.7                  |                  |             |                  |
| 1.4                  |                  |             |                  |
| 0.0396               |                  |             |                  |
| 0.0336               |                  |             |                  |
| 1.6                  |                  |             |                  |
| 1.4                  |                  |             |                  |
| 1.8                  |                  |             |                  |
| 1.5                  |                  |             |                  |
| 1.9                  |                  |             |                  |
| 1.6                  |                  |             |                  |
|                      |                  |             |                  |
| 24                   |                  |             |                  |
| 26                   |                  |             |                  |
| 0.0239               |                  |             |                  |
| 0.0179               |                  |             |                  |
| 1.0                  |                  |             |                  |
| 0.75                 |                  |             |                  |
| 1.0                  |                  |             |                  |
| 0.8                  |                  |             |                  |
| 1.1                  |                  |             |                  |
| 0.8                  |                  |             |                  |
| 0.0276               |                  |             |                  |
| 0.0217               |                  |             |                  |
| 1.1                  |                  |             |                  |
| 0.91                 |                  |             |                  |
| 1.2                  |                  |             |                  |
| 0.9                  |                  |             |                  |
| 1.3                  |                  |             |                  |
| 1.0                  |                  |             |                  |
|                      |                  |             |                  |
| 28                   |                  |             |                  |
| 29                   |                  |             |                  |
| 0.0149               |                  |             |                  |
| 0.0135               |                  |             |                  |
| 0.6                  |                  |             |                  |
| 0.5                  |                  |             |                  |
| 0.6                  |                  |             |                  |
| 0.6                  |                  |             |                  |
| 0.7                  |                  |             |                  |
| 0.6                  |                  |             |                  |
| 0.0187               |                  |             |                  |
| 0.0172               |                  |             |                  |
| 0.7                  |                  |             |                  |
| 0.7                  |                  |             |                  |
| 0.8                  |                  |             |                  |
| 0.7                  |                  |             |                  |
| 0.8                  |                  |             |                  |
| 0.8                  |                  |             |                  |
| Corrugations, inches |                  |             |                  |
| 2 2/3                |                  |             |                  |
| by 1/2               |                  |             |                  |
| 3 by                 |                  |             |                  |
| 1/4                  |                  |             |                  |
| Corrugations, inches |                  |             |                  |
| 2 2/3                |                  |             |                  |
| by 1/2               |                  |             |                  |
| 3 by                 |                  |             |                  |
| 1/4                  |                  |             |                  |
Width of Bars
Thickness
(Inches)
1 Inch
2 Inches
3 Inches
4 Inches
5 Inches
6 Inches
3/16
0.64
1.28
1.91
2.55
3.19
3.83
1/4
0.85
1.70
2.55
3.40
4.25
5.10
5/16
1.06
2.12
3.19
4.25
5.31
6.38
3/8
1.28
2.55
3.83
5.10
6.38
7.65
7/16
1.49
2.98
4.46
5.95
7.44
8.95
1/2
1.70
3.40
5.10
6.80
8.50
10.20
9/16
1.92
3.83
5.74
7.65
9.57
11.48
5/8
2.12
4.25
6.38
8.50
10.63
12.75
11/16
2.34
4.67
7.02
9.35
11.69
14.03
3/4
2.55
5.10
7.65
10.20
12.75
15.30
13/16
2.76
5.53
8.29
11.05
13.81
16.58
7/8
2.98
5.95
8.93
11.90
14.87
17.85
15/16
3.19
6.38
9.57
12.75
15.94
19.13
1
3.40
6.80
10.20
13.60
17.00
20.40
1 1/16
3.61
7.22
10.84
14.45
18.06
21.68
1 1/8
3.83
7.65
11.48
15.30
19.13
22.95
1 3/16
4.04
8.08
12.12
16.15
20.19
24.23
1 1/4
4.25
8.50
12.75
17.00
21.25
25.50
1 5/16
4.46
8.93
13.39
17.85
22.32
26.78
1 3/8
4.67
9.35
14.03
18.70
23.38
28.05
1 7/16
4.89
9.78
14.66
19.55
24.44
29.33
1 1/2
5.10
10.20
15.30
20.40
25.50
30.60
1 9/16
5.32
10.63
15.94
21.25
26.57
31.88
1 5/8
5.52
11.05
16.58
22.10
27.63
33.15
1 11/16
5.74
11.47
17.22
22.95
28.69
34.43
1 3/4
5.95
11.90
17.85
23.80
29.75
35.70
1 13/16
6.16
12.33
18.49
24.65
30.81
36.98
1 7/8
6.38
12.75
19.13
25.50
31.87
38.25
1 15/16
6.59
13.18
19.77
26.35
32.94
38.53
2
6.80
13.60
20.40
27.20
34.00
40.80


Thickness or
Diameter in
Thickness or
Diameter in
Weight of
Square Bar
Weight of
Round Bar
Weight of
Square Bar
Weight of
Round Bar
Inches
Inches
1/4
0.21
0.16
1 11/16
-
7.60
5/16
0.33
0.26
1 3/4
10.41
8.18
3/8
0.47
0.37
1 13/16
-
8.77
7/16
0.65
0.51
1 7/8
11.95
9.39
1/2
0.85
0.66
2
13.60
10.68
9/16
1.07
0.84
2 1/8
15.35
12.06
5/8
1.38
1.04
2 1/4
17.21
13.52
11/16
1.60
1.26
2 3/8
-
15.06
3/4
1.91
1.50
2 1/2
21.25
16.69
13/16
2.24
1.76
2 5/8
23.43
18.40
7/8
2.60
2.04
2 3/4
25.71
20.20
15/16
-
2.35
2 7/8
-
22.07
1
3.40
5.67
3
30.60
24.03
1 1/16
-
3.01
3 1/8
-
26.08
1 1/8
4.30
3.38
3 1/4
35.91
28.21
1 1/4
5.31
4.17
3 3/8
-
30.42
1 5/16
-
4.60
3 1/2
41.65
32.71
1 3/8
6.42
5.05
3 5/8
-
35.09
1 7/16
-
5.52
3 3/4
47.81
37.55
1 1/2
7.65
6.01
4
54.40
42.73
1 5/8
8.92
7.05


| Weight per           | Weight per     | Weight per       |
|----------------------|----------------|------------------|
| Size In Inches       | Size in Inches | Size in Inches   |
| Foot                 | Foot           | Foot             |
| (Pounds)             | (Pounds)       | (Pounds)         |
| 3  2  1/4          | 4.1            | 4  3  5/8      |
| 3  2  5/16         | 5.0            | 4  3  3/4      |
| 3  2  3/8          | 5.9            |                  |
|                      |                | 4  3 1/2  1/4  |
| 3  2 1/2  1/4      | 4.5            | 4  3 1/2  5/16 |
| 3  2 1/2  5/16     | 5.6            | 4  3 1/2  3/8  |
| 3  2 1/2  3/8      | 6.6            | 4  3 1/2  7/16 |
| 3  2 1/2  1/2      | 8.5            | 4  3 1/2  1/2  |
|                      |                |                  |
| 3  3  1/4          | 4.9            | 4  4  1/4      |
| 3  3  5/16         | 6.1            | 4  4  5/16     |
| 3  3  3/8          | 7.2            | 4  4  3/8      |
| 3  3  7/16         | 8.3            | 4  4  7/16     |
| 3  3  1/2          | 9.4            | 4  4  1/2      |
| 3  3  5/8          | 11.5           | 4  4  5/8      |
|                      |                | 4  4  3/4      |
| 3 1/2  2 1/2  1/4  | 4.9            |                  |
| 3 1/2  2 1/2  5/16 | 6.1            | 4 1/2  3  3/8  |
| 3 1/2  2 1/2  3/8  | 7.2            |                  |
| 3 1/2  2 1/2  1/2  | 9.4            | 5  3  5/16     |
| 3 1/2  2 1/2  5/8  | 11.5           | 5  3  3/8      |
|                      |                | 5  3  7/16     |
| 3 1/2  3  1/4      | 5.4            | 5  3  1/2      |
| 3 1/2  3  5/16     | 6.6            | 5  3  3/4      |
| 3 1/2  3  3/8      | 7.9            |                  |
| 3 1/2  3  1/2      | 10.2           | 5  3 1/2  5/16 |
|                      |                | 5  3 1/2  3/8  |
| 3 1/2  3 1/2  1/4  | 5.8            | 5  3 1/2  7/16 |
| 3 1/2  3 1/2  5/16 | 7.2            | 5  3 1/2  1/2  |
| 3 1/2  3 1/2  3/8  | 8.5            | 5  3 1/2  5/8  |
| 3 1/2  3 1/2  7/16 | 9.8            |                  |
| 3 1/2  3 1/2  1/2  | 11.1           | 5  4  3/8      |
| 3 1/2  3 1/2  5/8  | 13.6           | 5  4  1/2      |
| 4  3  1/4          | 5.8            | 5  5  3/8      |
| 4  3  5/16         | 7.2            | 5  5  7/16     |
| 4  3  3/8          | 8.5            | 5  5  1/2      |
| 4  3  7/16         | 9.8            | 5  5  5/8      |
| 4  3  1/2          | 11.1           | 5  5  3/4      |
|                      |                |                  |
| Thickness    |   Thickness  |   Depth of  |
|--------------|--------------|-------------|
| Channels     |              |             |
| (Inches)     |              |             |
| Weight       |              |             |
| per Foot     |              |             |
| (Pounds)     |              |             |
| of Web       |              |             |
| (Inches)     |              |             |
| Width of     |              |             |
| Flange       |              |             |
| (Inches)     |              |             |
| Depth of     |              |             |
| Channels     |              |             |
| (Inches)     |              |             |
| Weight       |              |             |
| per Foot     |              |             |
| (Pounds)     |              |             |
| of Web       |              |             |
| (Inches)     |              |             |
| Width of     |              |             |
| Flange       |              |             |
| (Inches)     |              |             |
| 3            |         6    |       0.362 |
|              |         5    |       0.264 |
|              |         4.1  |       0.17  |
| 4            |         7.25 |       0.325 |
|              |         5.4  |       0.18  |
| 5            |         9    |       0.33  |
|              |         6.7  |       0.19  |
| 6            |        13    |       0.44  |
|              |        10.5  |       0.318 |
|              |         8.2  |       0.2   |
| 7            |        14.75 |       0.423 |
|              |        12.25 |       0.318 |
|              |         9.8  |       0.21  |
| 8            |        18.75 |       0.49  |
|              |        13.75 |       0.307 |
|              |        11.5  |       0.22  |
Size of Filet (Inches)
Pounds of Stick Electrode
Required per Foot of Weld
Pounds of Wire Electrode
Required per Foot of Weld
1/8
0.04
0.02
3/16
0.11
0.06
1/4
0.18
0.10
5/16
0.29
0.16
3/8
0.42
0.23
1/2
0.76
0.42
5/8
1.18
0.66
3/4
1.70
0.95
1
3.03
1.69
Joint Dimensions
(Inches)
Pounds of Stick Electrode
Required per Foot of Weld
Pounds of Wire Electrode
Required per Foot of Weld
With
Without
With
Tee
Butt
Groove
Without
Reinforcement
Reinforcement
Reinforcement
Reinforcement
1/4
0.207
1/16
0.1
0.2
0.80
0.14
5/16
0.311
3/32
0.3
0.4
0.17
0.25
3/8
0.414
1/8
0.5
0.7
0.28
0.39
1/2
0.558
1/8
0.8
1.1
0.48
0.64
5/8
0.702
1/8
1.3
1.6
0.75
0.94
3/4
0.847
1/8
1.9
2.3
1.08
1.32
1
1.138
1/8
3.4
4.0
1.93
2.24
Joint Dimensions
(Inches)
Pounds of Stick Electrode
Required per Foot of Weld
Pounds of Wire Electrode
Required per Foot of Weld
With
Without
With
Tee
Butt
Groove
Without
Reinforcement
Reinforcement
Reinforcement
Reinforcement
3/16
3/8

-
.16
-
.08


1/16
.04
.20
.02
.10
1/4
7/16
1/16
.05
.23
.02
.12


3/32
.07
.26
.03
.14
5/16
1/2
1/16
.06
.27
.03
.15
3/32
.09
.30
.05
.17
| Work Element Description                                        | Unit    |
|-----------------------------------------------------------------|---------|
| Man-hours per                                                   |         |
| Unit                                                            |         |
| 05 05 21.10                                                     |         |
| Cutting Steel                                                   |         |
| Hand burning, includes preparation, torch cutting and grinding, |         |
| no staging. Steel to:                                           |         |
| (0010) 1/2 inch thick                                           | LF      |
| (0020) 3/4 inch thick                                           | LF      |
| (0030) 1 inch thick                                             | LF      |


| Work Element Description                               | Unit    |
|--------------------------------------------------------|---------|
| Man-hours per                                          |         |
| Unit                                                   |         |
| 05 05 21.90                                            |         |
| Welding Steel, Structural                              |         |
| Continuous fillet, stick welding, including equipment, |         |
| Single pass,                                           |         |
| (0010) 1/8 inch thick, 0.1 LB per LF                   | LF      |
| (0020) 3/16 inch thick, 0.2 LB per LF                  | LF      |
| (0030) 1/4 inch thick, 0.3 LB per LF                   | LF      |
| (0040) 5/16 inch thick, 0.4 LB per LF                  | LF      |
| (0050) 3 passes, 3/8 inch thick, 0.5 LB per LF         | LF      |
| (0060) 4 passes, 1/2 inch thick, 0.7 LB per LF         | LF      |
| (0070) 5 to 6 passes, 3/4 inch thick, 1.3 LB per LF    | LF      |
| (0080) 8 to 11 passes, 1 inch thick, 2.4 LB per LF     | LF      |
| LF                                                     | 0.887   |
| columns, or trusses                                    |         |

Notes:

1. For all position welding (e.g., overhead) multiply by:
a. 1.20 minimum b. 3.00 maximum.

| Work Element Description                             | Unit    |
|------------------------------------------------------|---------|
| Man-hours per                                        |         |
| Unit                                                 |         |
|                                                      |         |
| Structural Steel Fabrication                         |         |
| (0010) BeamsBolted connection                       | Ton     |
| (0015) BeamsWelded connection                       | Ton     |
| (0020) ColumnsBolted connection                     | Ton     |
| (0025) ColumnsWelded connection                     | Ton     |
| (0030) Frames for openingsBolted connection         | Ton     |
| (0035) Frames for OpeningsWelded connection         | Ton     |
| (0040) GirdersBolted connection                     | Ton     |
| (0045) GirdersWelded connection                     | Ton     |
| (0050) PlatformsBolted connection                   | Ton     |
| (0055) PlatformsWelded connection                   | Ton     |
| (0060) Purlins: girts and strutsBolted connection   | Ton     |
| (0065) Purlins; girts and strutsWelded connection   | Ton     |
| (0070) Railings (simple tube pipe)Bolted connection | LF      |
| (0075) Railings (simple tube pipe)Welded connection | LF      |
| (0080) StairsBolted connection                      | Ton     |
| (0085) StairsWelded connection                      | Ton     |
| (0090) Structural framesBolted connection           | Ton     |
| (0095) Structural framesWelded connection           | Ton     |
| (0100) TrussesBolted connection                     | Ton     |
| (0105) TrussesWelded connection                     | Ton     |

1. Fabrication of structural steel includes cutting, riveting, burning, drilling, milling, fitting, assembling,
welding, bolting, storing, loading, and hauling to the job site.
2. Man-hour units are based on bolted connection. If sections are to be welded, use 1.25 multiplier for
welded joint preparation.

| Work Element Description                                                                            | Unit    |
|-----------------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                                       |         |
| Unit                                                                                                |         |
|                                                                                                     |         |
| Structural Steel For Buildings                                                                      |         |
| (0010) Beams                                                                                        | Ton     |
| (0020) Bracing and tiers                                                                            | Ton     |
| (0030) Columns                                                                                      | Ton     |
| (0040) Girders                                                                                      | Ton     |
| (0050) Grating                                                                                      | SF      |
| (0060) Light framing                                                                                | Ton     |
| (0070) Purlins: girts and struts                                                                    | Ton     |
| (0080) Trusses                                                                                      | Ton     |
| (0090) Steel wire rope                                                                              | LF      |
| Notes:                                                                                              |         |
| 1. Erection of structural steel includes handling, erecting, temporary bolting, plumbing, leveling, |         |
| high-strength bolting, and/or welding.                                                              |         |

2. Man-hour figures are based on using new construction materiels. 3. For painting, refer to Division 09 97 13.23, Exterior Steel Coatings.

| Work Element Description                              | Unit    |
|-------------------------------------------------------|---------|
| Man-hours per                                         |         |
| Unit                                                  |         |
|                                                       |         |
| Structural Metal Stud Framing Bridging                |         |
| (0010) Solid between studs, 16 in OC, 16 GA 4 in wide | Each    |
| (0110) Solid between studs, 16 in OC, 16 GA 6 in wide | Each    |
| (0120) Solid between studs, 24 in OC, 16 GA 6 in wide | Each    |
| Legend: GA = gauge                                    |         |
| OC = on-center                                        |         |
| Work Element Description                                                   | Unit    |
|----------------------------------------------------------------------------|---------|
| Man-hours per                                                              |         |
| Unit                                                                       |         |
|                                                                            |         |
| Structural Metal Stud Framing Stud Walls                                   |         |
| LF                                                                         | 0.242   |
| studs at 16 inch OC                                                        |         |
| LF                                                                         | 0.250   |
| at 16 inch OC                                                              |         |
| LF                                                                         | 0.182   |
| (0220) 10 feet high, Top and bottom track, no openings, 16 GA 6 inch studs |         |
| at 24 inch OC                                                              |         |
| LF                                                                         | 0.314   |
| at 16 inch OC                                                              |         |
| LF                                                                         | 0.229   |
| at 24 inch OC                                                              |         |
| LF                                                                         | 0.333   |
| (0450) 12 feet high, Top and bottom track, no openings, 14 GA 3-5/8 inch   |         |
| studs at 16 inch OC                                                        |         |
| LF                                                                         | 0.391   |
| studs at 16 inch OC                                                        |         |
| LF                                                                         | 0.381   |
| at 16 inch OC                                                              |         |
| Work Element Description                                                   | Unit    |
|----------------------------------------------------------------------------|---------|
| Man-hours per                                                              |         |
| Unit                                                                       |         |
| 05 42 13.40 Cold Formed Metal Joist Framing                                |         |
| Each                                                                       | 0.145   |
| 18 GA x 6 inch x 2 inch flange                                             |         |
| 05 42 23.05 Cold Formed Metal Roof Joist Framing Bracing                   |         |
| LF                                                                         | 0.0178  |
| (0010) Framing, Bracing 16 GA x 1 1/2 inch channel thru trusses or rafters |         |
| 16 inch OC                                                                 |         |
| 05 42 23.10 Cold Formed Metal Roof Joist Framing Bridging                  |         |
| Each                                                                       | 0.1333  |
| (0100) Framing, Bridging, Solid between rafters, Rafters at 16 inch OC,    |         |
| 18 GA by 4 inch deep                                                       |         |
| 05 42 23.60 Cold Formed Metal Roof Joist Framing Roof Rafters              |         |
| (0100) Boxed ridge beam, 18 GA, 6 inches deep                              | LF      |
| (0200) Rafters, 2 inch flange, 18 GA, 6 inches deep                        | Each    |
| 05 42 23.70 Cold Formed Metal Roof Joist Framing Soffits and Canopies      |         |
| LF                                                                         | 0.3200  |
| wide                                                                       |         |
| Each                                                                       | 0.1450  |
| 6 inch deep                                                                |         |
| Work Element Description                                                     | Unit    |
|------------------------------------------------------------------------------|---------|
| Man-hours per                                                                |         |
| Unit                                                                         |         |
|                                                                              |         |
| Cold Formed Metal Roof Trusses                                               |         |
| Each                                                                         | 1.6     |
| (0010) Fabrication of trusses on ground, 5 to 12 to 8 to 12 pitch, 18 GA by  |         |
| 4 inch chord, 16 feet span                                                   |         |
| Each                                                                         | 1.7780  |
| 4 inch chord, 20 feet span                                                   |         |
| Each                                                                         | 2.6670  |
| (0030) Fabrication of trusses on ground, 5 to 12 to 8 to 12 pitch, 18 GA by  |         |
| 4 inch chord, 40 feet span                                                   |         |
| Each                                                                         | 3.2000  |
| 4 inch chord, 50 feet span                                                   |         |
| (0100) Erection only of roof trusses, 5 to 12 to 8 to 12 pitch, 16 feet span | Each    |
| (0110) Erection only of roof trusses, 5 to 12 to 8 to 12 pitch, 20 feet span | Each    |
| (0120) Erection only of roof trusses, 5 to 12 to 8 to 12 pitch, 40 feet span | Each    |
| (0130) Erection only of roof trusses, 5 to 12 to 8 to 12 pitch, 50 feet span | Each    |

## Chapter 5 Annex F Division 06 Wood, Plastics, And Composites 5.F.1 Introduction

Division 06, wood, plastics, and composites, includes structural/rough carpentry work, installation of subflooring and finish carpentry.

The search for carpentry items includes roofing sections, wall sections, and off-detail drawings. Temporary construction items should be accounted for under Division 01, general requirements, but may be listed under Division 06. Ensure items are not double counted. Review the Division 06 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Refer to TM 3-34.47/FM 5-426/MCRP 3-40D.3 for further information on techniques and procedures for frame construction, building layout, framing and finish carpentry, roof framing and coverings, and the materiels used for these operations. The following information is provided.

1. Rough carpentry. The term rough carpentry deals with structural members; it includes measuring, cutting, and installing wood framing, floor joists and sills, cross bridging, wall framing and plates, roof framing and rafters, and rough door bucks. It also includes the installation of wall and roof sheathing and siding. 2. Finish carpentry. The work of finish carpentry includes installing millwork, door and window frames, trim, kitchen cabinets, wooden stairs, closet units, and finish walls. Finish carpentry also includes installation of fastening devices such as plugs, expansion shields, and toggle bolts; blocking for leveling and plumbing; and scribing fillers and trim to walls and adjacent pieces.

Partition, Floor Joist, and Ceiling Joist
Distance on Center (Inches)
Multiply Length of
Partition by
Add (Each)
12
1.00
1
16
0.75
1
24
0.50
1

Note: Add for top and bottom plates on stud walls. Add two full length studs for each opening.


Length in Feet
Size
(Inches)
8
10
12
14
16
18
20
22
24
1  2
1 1/3
1 2/3
2
2 1/3
2 2/3
3
3 1/3
3 2/3
4
1  4
2 2/3
3 1/3
4
4 2/3
5 1/3
6
6 2/3
7 1/3
8
1  6
4
5
6
7
8
9
10
11
12
1  8
5 1/3
6 2/3
8
9 1/3
10 2/3
12
13 1/3
14 2/3
16
1  10
6 2/3
8 1/3
10
11 2/3
13 1/3
15
16 2/3
18 1/3
20
1  12
8
10
12
4
16
18
20
22
24
5/4  4
3 1/3
4 1/6
5
5 5/6
6 2/3
7 1/2
8 1/3
9 1/6
10
5/4  6
5
6 1/4
7 1/2
8 3/4
10
11 1/4
12 1/2
13 3/4
15
2  4
5 1/3
6 2/3
8
9 1/3
10 2/3
12
13 1/3
14 2/3
16
2  6
8
10
12
14
16
18
20
22
24
2  8
10 2/3
13 1/3
16
18 2/3
21 1/3
24
26 2/3
29 1/3
32
2  10
13 1/3
16 2/3
20
23 1/3
26 2/3
30
33 1/3
36 2/3
40
2  12
16
20
24
28
32
36
40
44
48
3  4
8
10
12
14
16
18
20
22
24
3  6
12
15
18
21
24
27
30
33
36
3  8
16
20
24
28
32
36
40
44
48
3  10
20
25
30
35
40
45
50
55
60
3  12
24
30
36
42
48
54
60
66
72
3  14
28
35
42
49
56
63
70
77
84
3  16
32
40
48
56
64
72
80
88
96
4  4
10 2/3
13 1/3
16
18 2/3
21 1/3
24
26 2/3
29 1/3
32
4  6
16
20
24
28
32
36
40
44
48
4  8
21 1/3
26 2/3
32
37 1/3
42 2/3
48
53 1/3
58 2/3
64
4  10
26 2/3
33 1/3
40
46 2/3
53 1/3
60
66 2/3
73 1/3
80
4  12
32
40
48
56
64
72
80
88
96
4  14
37 1/3
46 2/3
56
65 1/3
74 2/3
84
93 1/3
102 2/3
112
4  16
42 2/3
53 1/3
64
74 2/3
85 1/3
96
106 2/3
117 1/3
128
6  6
24
30
36
42
48
54
60
66
72
6  8
32
40
48
56
64
72
80
88
96
6  10
40
50
60
70
80
90
100
110
120
6  12
48
60
72
84
96
108
120
132
144
6  14
56
70
84
98
112
126
140
154
168
6  16
64
80
96
112
128
144
160
176
192
8  8
42 2/3
53 1/3
64
74 2/3
85 1/3
96
106 2/3
117 1/3
128
8  10
53 1/3
66 2/3
80
93 1/3
106 2/3
120
133 1/3
146 2/3
160
8  12
64
80
96
112
128
144
160
176
192

## Lengths Of Common, Hip, And Valley Rafters Per 12 Inches Of Run

2
3
1
Length in Inches
4
Length in Inches Hip
Rise and Run or Cut
Common Rafter per
Conversion Factor
or Valley Rafters
12 Inches of Run
2 and 12
12.165
17.088
1.014
3 and 12
12.369
17.233
1.031
4 and 12
12.649
17.433
1.054
5 and 12
13.000
17.692
1.083
6 and 12
13.417
18.000
1.118
7 and 12
13.892
18.358
1.158
8 and 12
14.422
18.762
1.202
9 and 12
15.000
19.209
1.250
10 and 12
15.620
19.698
1.302
11 and 12
16.279
20.224
1.357
12 and 12
16.971
20.785
1.413
13 and 12
17.692
21.378
1.474
14 and 12
18.439
22.000
1.537
15 and 12
19.210
22.649
1.601
16 and 12
20.000
23.324
1.667
17 and 12
20.809
24.021
1.734
18 and 12
21.633
24.739
1.803
19 and 12
22.500
25.475
1.875
20 and 12
23.375
26.230
1.948
21 and 12
24.125
27.000
2.010
22 and 12
25.000
27.785
2.083
23 and 12
26.000
28.583
2.167
24 and 12
26.875
29.394
2.240

1. Count number of rafters. Includes common rafters, hip and valley rafters, ridge boards, and collar
beams.
2. To obtain the SF of roof area for a given pitch, use the building SF of floor area and multiply it by

the appropriate conversion factor in column 4 (include the overhang). Example: Building 10 by 10 feet with 2-foot overhang on all sides, using 6- and 12-inch cut.
14 foot  14 foot = 196 SF  1.118 = 219.12 SF of roof area.
Pitch
Increase of Area Over
Flat Roof (Percent)
Multiplication Factor
1/4
12
1.12
1/3
20
1.20
3/8
25
1.25
1/2
42
1.42
5/8
60
1.60
3/4
80
1.80
7/8
101
2.01
|                   |               | Application    | Nail Spacing    |
|-------------------|---------------|----------------|-----------------|
| Plywood Thickness | Nail Size and | Panel Edge     | Intermediate    |
| (Inches)          | Type          | (Inches)       | (Inches)        |
| 1/2               | 6d            | 4              | 6               |
|                   | common        |                |                 |
| 5/8               | 8d            | 4              | 6               |
|                   | common        |                |                 |
| 3/4               | 8d            | 4              | 6               |
| common            |               |                |                 |
Nail Spacing
Thickness of
Nail Size and
Panel Edge
Intermediate
Application
Max Spacing of
Supports Center
Type
(Inches)
(Inches)
Plywood
(Inches)
to Center
Subflooring
1/2
16 inches
6d common
6
10
5/8
20 inches
8d common
6
10
3/4
24 inches
8d common
6
10
Underlayment
3/8

6d ring-shank
6
8 each way

or
cement-coated
5/8
8d flathead

1. Provide blocking at panel edge for other than 25/32 inch thick strip flooring.
2. If strip flooring is perpendicular to supports, 1/2 inch thick strip flooring can be used on a 24-inch
span.
3. If resilient flooring is to be applied without underlayment, set nails 1/16 inch below surface.
4. If supports are not well-seasoned, use ring-shank nails.

| Size    |   Length (Inches)  |   Common  | Finish    |
|---------|--------------------|-----------|-----------|
| 2d      |               1    |      874  | *         |
| 3d      |               1.25 |      574  | *         |
| 4d      |               1.5  |      320  | 574       |
| 5d      |               1.75 |      254  | *         |
| 6d      |               2    |      200  | 300       |
| 7d      |               2.25 |      154  | *         |
| 8d      |               2.5  |      110  | 190       |
| 9d      |               2.75 |       90  | *         |
| 10d     |               3    |       72  | 135       |
| 12d     |               3.25 |       60  | *         |
| 16d     |               3.5  |       48  | *         |
| 20d     |               4    |       30  | *         |
| Work Element Description                                                 | Unit    |
|--------------------------------------------------------------------------|---------|
| Man-hours per                                                            |         |
| Unit                                                                     |         |
| 06 10 53.00 Rough Carpentry                                              |         |
|                                                                          |         |
| (0010) Miscellaneous Rough Carpentry                                     | LF      |
| BF                                                                       |         |
| BF                                                                       |         |
| BF                                                                       |         |
| BF                                                                       |         |
| BF                                                                       |         |
| BF                                                                       |         |
| 0.062                                                                    |         |
| 0.051                                                                    |         |
| 0.041                                                                    |         |
| 0.038                                                                    |         |
| 0.038                                                                    |         |
| 0.032                                                                    |         |
|                                                                          |         |
| 06 11 10.02                                                              |         |
| Blocking                                                                 |         |
| Miscellaneous, to wood construction (0010) 2 by 4 inches                 |         |
| (0020) Pneumatic nailed                                                  |         |
| (0021) 2 by 6 inches                                                     |         |
| (0022) Pneumatic nailed                                                  |         |
| (0030) 2 by 8 inches                                                     |         |
| (0040) Pneumatic nailed                                                  |         |
| To steel construction                                                    |         |
| (0050) 2 by 4 inches                                                     |         |
| (0060) 2 by 8 inches                                                     |         |
| BF                                                                       |         |
| BF                                                                       |         |
| 0.076                                                                    |         |
| 0.051                                                                    |         |
| 06 11 10.04                                                              |         |
| Wood Bracing                                                             |         |
| (0010) Let-in, with 1- by 6-inch boards, studs 16 inches on center studs |         |
| (0020) 24 inches on center                                               |         |
| LF                                                                       |         |
| LF                                                                       |         |
| 0.070                                                                    |         |
| 0.046                                                                    |         |
| Pair                                                                     |         |
| Pair                                                                     |         |
| Pair                                                                     |         |
| Pair                                                                     |         |
| 0.082                                                                    |         |
| 0.062                                                                    |         |
| 0.083                                                                    |         |
| 0.062                                                                    |         |
|                                                                          |         |
| 06 11 10.06                                                              |         |
| Bridging                                                                 |         |
| Wood, for joists 16 inches on center                                     |         |
| (0010) 1 by 3 inches                                                     |         |
| (0020) Pneumatic nailed                                                  |         |
| (0030) 2- by 3-inch bridging                                             |         |
| (0040) Pneumatic nailed                                                  |         |
| Steel, galvanized, 18 gauge,                                             |         |
| (0050) for 2- by 10-inch joists at 12 inches on center                   |         |
| (0060) for 2- by 10-inch joists at 24 inches on center                   |         |
| (0070) for 2- by 14-inch joists at 16 inches on center                   |         |
| (0080) for 2- by 14-inch joists at 24 inches on center                   |         |
| Pair                                                                     |         |
| Pair                                                                     |         |
| Pair                                                                     |         |
| Pair                                                                     |         |
| 0.082                                                                    |         |
| 0.076                                                                    |         |
| 0.082                                                                    |         |
| 0.076                                                                    |         |
| Work Element Description                       | Unit    |
|------------------------------------------------|---------|
| Man-hours per                                  |         |
| Unit                                           |         |
|                                                |         |
| Beam and Girder Framing                        |         |
| (0010) Single, 2 by 6 inches                   | BF      |
| (0020) Single, 2 by 6 inches pneumatic nailed  | BF      |
| (0030) Single, 2 by 8 inches                   | BF      |
| (0040) Single, pneumatic nailed                | BF      |
| (0050) Single, 2 by 10 inches                  | BF      |
| (0060) Single, 2 by 10 inches pneumatic nailed | BF      |
| (0070) 3 inches by 8- to 14-inch average       | BF      |
| (0080) 4 inches by 8- to 14-inch average       | BF      |
| (0090) Double, 2 by 6 inches                   | BF      |
| (0100) Double, 2 by 6 inches pneumatic nailed  | BF      |
| (0110) Double, 2 by 8 inches                   | BF      |
| (0120) Double, 2 by 8 inches pneumatic nailed  | BF      |
| (0130) Double, 2 by 10 inches                  | BF      |
| (0140) Double, 2 by 10 inches pneumatic nailed | BF      |
| (0150) Triple, 2 by 6 inches                   | BF      |
| (0160) Triple, 2 by 6 inches pneumatic nailed  | BF      |
| (0170) Triple, 2 by 8 inches                   | BF      |
| (0180) Triple, 2 by 8 inches pneumatic nailed  | BF      |
| (0190) Triple, 2 by 10 inches                  | BF      |
| (0200) Triple, 2 by 10 inches pneumatic nailed | BF      |
| 06 11 10.12                                    |         |
| Ceiling Framing                                |         |
| (0010) Suspended, 2 by 3 inches                | BF      |
| (0020) Suspended, 2 by 4 inches                | BF      |
| (0030) Suspended, 2 by 6 inches                | BF      |
| (0040) Suspended, 2 by 8 inches                | BF      |
| 06 11 10.14                                    |         |
| Posts and Columns                              |         |
| (0010) 4 by 4 inches                           | BF      |
| (0020) 4 by 6 inches                           | BF      |
| (0030) 6 by 6 inches                           | BF      |
| (0040) 6 by 10 inches                          | BF      |


| Work Element Description                                        | Unit    |
|-----------------------------------------------------------------|---------|
| Man-hours per                                                   |         |
| Unit                                                            |         |
|                                                                 |         |
| 06 11 10.18                                                     |         |
| Joist Framing                                                   |         |
| (0010) Joists, 2 by 4 inches                                    | BF      |
|                                                                 |         |
| 0.0250                                                          |         |
| (0020) 2 by 4 inches, pneumatic nailed                          | BF      |
|                                                                 |         |
| 0.0230                                                          |         |
| (0030) 2 by 6 inches                                            | BF      |
|                                                                 |         |
| 0.0170                                                          |         |
| (0040) 2 by 6 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0150                                                          |         |
| (0050) 2 by 8 inches                                            | BF      |
|                                                                 |         |
| 0.0150                                                          |         |
| (0060) 2 by 8 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0120                                                          |         |
| (0070) 2 by 10 inches                                           | BF      |
|                                                                 |         |
| 0.0150                                                          |         |
| (0080) 2 by 10 inches pneumatic nailed                          | BF      |
|                                                                 |         |
| 0.0120                                                          |         |
| (0090) 2 by 12- to 14-inch average                              | BF      |
|                                                                 |         |
| 0.0120                                                          |         |
| (0100) 2 by 12- to 14-inch average pneumatic nailed             | BF      |
|                                                                 |         |
| 0.0110                                                          |         |
| (0110) 3 by 6 inches                                            | BF      |
|                                                                 |         |
| 0.0160                                                          |         |
| (0120) 3 by 8- to 12-inch average                               | BF      |
|                                                                 |         |
| 0.0110                                                          |         |
| (0130) 4 by 6 inches                                            | BF      |
|                                                                 |         |
| 0.0130                                                          |         |
| (0140) 4 by 8 inches                                            | BF      |
|                                                                 |         |
| 0.0050                                                          |         |
| (0150) 4 inches by 10- to 12-inch average                       | BF      |
|                                                                 |         |
| 06 11 10.24                                                     |         |
| Miscellaneous Framing                                           |         |
| (0010) Firestops, 2 by 4 inches                                 | BF      |
|                                                                 |         |
| 0.0410                                                          |         |
| (0020) 2 by 4 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0330                                                          |         |
| (0030) 2 by 6 inches                                            | BF      |
|                                                                 |         |
| 0.0360                                                          |         |
| (0040) 2 by 6 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0270                                                          |         |
| (0050) 2 by 8 inches                                            | BF      |
|                                                                 |         |
| 0.0360                                                          |         |
| (0060) 2 by 12 inches                                           | BF      |
|                                                                 |         |
| 0.0310                                                          |         |
| (0070) Nailers, treated, wood construction, 2 by 4 inches       | BF      |
|                                                                 |         |
| 0.0400                                                          |         |
| (0080) 2 by 4 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0330                                                          |         |
| (0090) 2 by 6 inches                                            | BF      |
|                                                                 |         |
| 0.0270                                                          |         |
| (0100) 2 by 6 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0240                                                          |         |
| (0110) 2 by 8 inches                                            | BF      |
|                                                                 |         |
| 0.0240                                                          |         |
| (0120) 2 by 8 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0190                                                          |         |
| (0130) Nailers, steel construction 2 by 4 inches                | BF      |
|                                                                 |         |
| 0.0430                                                          |         |
| (0140) 2 by 6 inches                                            | BF      |
|                                                                 |         |
| 0.0310                                                          |         |
| (0150) 2 by 8 inches                                            | BF      |
|                                                                 |         |
| 0.0240                                                          |         |
| (0160) Rough bucks, treated, for doors or windows 2 by 6 inches | BF      |
|                                                                 |         |
| 0.0530                                                          |         |
| (0170) 2 by 6 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0440                                                          |         |
| (0180) 2 by 8 inches                                            | BF      |
|                                                                 |         |
| 0.0410                                                          |         |
| (0190) 2 by 8 inches pneumatic nailed                           | BF      |
|                                                                 |         |
| 0.0330                                                          |         |
| (0200) Stair stringers, 2 by 10 inches                          | BF      |
|                                                                 |         |
| 0.0970                                                          |         |
| (0210) 2 by 12 inches                                           | BF      |
|                                                                 |         |
| 0.0810                                                          |         |
| (0220) 3 by 10 inches                                           | BF      |
|                                                                 |         |
| 0.0690                                                          |         |
| (0230) 3 by 12 inches                                           | BF      |
|                                                                 |         |
| 0.0560                                                          |         |
| Work Element Description                                          | Unit    |
|-------------------------------------------------------------------|---------|
| Man-hours per                                                     |         |
| Unit                                                              |         |
|                                                                   |         |
| Partitions                                                        |         |
| Single bottom and double top plate,                               |         |
|                                                                   |         |
| (0010) 2- by 4-inch studs, 8 feet high studs 16 inches on center  | LF      |
|                                                                   |         |
| 0.2130                                                            |         |
| (0020) Pneumatic nailed                                           | LF      |
|                                                                   |         |
| 0.1770                                                            |         |
| (0030) studs 24 inches on center                                  | LF      |
|                                                                   |         |
| 0.1700                                                            |         |
| (0040) Pneumatic nailed                                           | LF      |
|                                                                   |         |
| 0.1420                                                            |         |
| (0050) 2- by 4-inch studs, 12 feet high studs 16 inches on center | LF      |
|                                                                   |         |
| 0.2660                                                            |         |
| (0060) Pneumatic nailed                                           | LF      |
|                                                                   |         |
| 0.2220                                                            |         |
| (0070) studs 24 inches on center                                  | LF      |
|                                                                   |         |
| 0.2130                                                            |         |
| (0080) Pneumatic nailed                                           | LF      |
|                                                                   |         |
| 0.1770                                                            |         |
| (0090) 2- by 6-inch studs, 8 feet high, studs 16 inches on center | LF      |
|                                                                   |         |
| 0.2370                                                            |         |
| (0100) Pneumatic nailed                                           | LF      |
|                                                                   |         |
| 0.2000                                                            |         |
| (0110) studs 24 inches on center                                  | LF      |
|                                                                   |         |
| 0.1850                                                            |         |
| (0120) Pneumatic nailed                                           | LF      |
|                                                                   |         |
| 0.1540                                                            |         |
| 06 11 10.30                                                       |         |
| Roof Framing                                                      |         |
| (0009) Fascia boards, 2 by 4 inches or 2 by 6 inches              | BF      |
| (0010) 2 by 8 inches or 2 by 10 inches                            | BF      |
| (0020) Rafters, to 4 in 12 pitch, 2 by 6 inches                   | BF      |
| (0030) 2 by 8 inches                                              | BF      |
| (0040) Hip and valley rafters, 2 by 6 inches                      | BF      |
| (0050) 2 by 8 inches                                              | BF      |
| (0060) Hip and valley jacks, 2 by 6 inches                        | BF      |
| (0070) 2 by 8 inches                                              | BF      |
| (0080) Rafter tie                                                 | BF      |
| Ridge board,                                                      |         |
| (0090) 1 by 6 inches                                              | BF      |
| (0100) 1 by 10 inches                                             | BF      |
| (0110) 2 by 6 inches                                              | BF      |
| (0120) 2 by 8 inches                                              | BF      |
| (0130) 2 by 10 inches                                             | BF      |

For slopes steeper than 4 in 12, multiply by 1.30.

For dormers or complex roofs, multiply by 1.50.

| Work Element Description                                   | Unit    |
|------------------------------------------------------------|---------|
| Man-hours per                                              |         |
| Unit                                                       |         |
|                                                            |         |
| Sill and Ledger Framing                                    |         |
| (0010) Sills, 2 by 4 inches                                | BF      |
| (0020) 2 by 6 inches                                       | BF      |
| (0030) 2 by 8 inches                                       | BF      |
| (0040) Sills, treated, 2 by 4 inches                       | BF      |
| (0050) 2 by 6 inches                                       | BF      |
| (0060) 2 by 8 inches or 4 by 4 inches                      | BF      |
| (0070) Ledgers, nailed, 2 by 4 inches                      | BF      |
| (0080) 2 by 6 inches                                       | BF      |
| (0090) Ledgers, bolted, not including bolts, 3 by 8 inches | BF      |
| (0100) 3 by 12 inches                                      | BF      |
| 06 11 10.34                                                |         |
| Sleepers                                                   |         |
| (0010) On concrete, treated, 1 by 2 inches                 | BF      |
| (0020) 1 by 3 inches                                       | BF      |
| (0030) 2 by 4 inches                                       | BF      |
| (0040) 2 by 6 inches                                       | BF      |
| 06 11 10.36                                                |         |
| Soffit and Canopy Framing                                  |         |
| (0010) Soffit or canopy framing, 1 by 4 inches             | BF      |
| (0020) 1 by 8 inches                                       | BF      |
| (0030) 2 by 4 inches                                       | BF      |
| (0040) 2 by 8 inches                                       | BF      |
| (0050) 3 by 4 inches                                       | BF      |
| (0060) 3 by 8 inches                                       | BF      |
| Work Element Description                                  | Unit    |
|-----------------------------------------------------------|---------|
| Man-hours per                                             |         |
| Unit                                                      |         |
| 06 11 10.40                                               |         |
| Wall Framing                                              |         |
|                                                           |         |
| (0010) Headers over openings, 2 by 6 inches               | BF      |
| (0020) Pneumatic nailed                                   | BF      |
| (0030) 2 by 8 inches                                      | BF      |
| (0040) Pneumatic nailed                                   | BF      |
| (0050) 2 by 10 inches                                     | BF      |
| (0060) Pneumatic nailed                                   | BF      |
| (0070) Plates, untreated, 2 by 4 inches                   | BF      |
| (0080) Pneumatic nailed                                   | BF      |
| (0090) 2 by 6 inches                                      | BF      |
| (0100) Pneumatic nailed                                   | BF      |
| (0102) 2 by 8 inches                                      | BF      |
| (0103) Pneumatic nailed                                   | BF      |
| (0110) Studs, 8-foot-high wall, untreated, 2 by 4 inches  | BF      |
| (0120) Pneumatic nailed                                   | BF      |
| (0130) 2 by 6 inches                                      | BF      |
| (0140) Pneumatic nailed                                   | BF      |
| (0142) Studs, 10-foot-high wall, untreated, 2 by 4 inches | BF      |
| (0144) Pneumatic nailed                                   | BF      |
| (0146) Studs, 10-foot-high wall, untreated, 2 by 6 inches | BF      |
| (0148) Pneumatic nailed                                   | BF      |
| (0150) Studs, 12-foot-high wall, untreated, 2 by 4 inches | BF      |
| (0160) Pneumatic nailed                                   | BF      |
| (0170) Studs, 12-foot-high wall, untreated, 2 by 6 inches | BF      |
| (0180) Pneumatic nailed                                   | BF      |
| (0190) Studs, 6-foot-high wall, untreated, 2 by 4 inches  | BF      |
| (0200) Pneumatic nailed                                   | BF      |
| (0210) Studs, 6-foot-high wall, untreated, 2 by 6 inches  | BF      |
| (0220) Pneumatic nailed                                   | BF      |
|                                                           |         |

Notes: For stub wall, 2 feet high, multiply by 1.40.

For second story and above, multiply by 1.05. For dormers and gables, multiply by 1.15.

| Work Element Description                                                      | Unit    |
|-------------------------------------------------------------------------------|---------|
| Man-hours per                                                                 |         |
| Unit                                                                          |         |
|                                                                               |         |
| Furring                                                                       |         |
| Wood strips, on walls, 1 by 2 inches or 1 by 3 inches                         |         |
| (0010) on wood or masonry                                                     | LF      |
| (0020) on wood, pneumatic nailed                                              | LF      |
| (0030) on concrete                                                            | LF      |
| On ceilings                                                                   |         |
| (0040) on wood or masonry                                                     | LF      |
| (0050) on wood, pneumatic nailed                                              | LF      |
| (0060) on concrete                                                            | LF      |
| 06 25 16.10                                                                   |         |
| Paneling, Plywood                                                             |         |
| Plywood, prefinished, 1/4 inch thick, 4- by 8-foot sheets                     |         |
| SF                                                                            | 0.050   |
| (0020) maximum                                                                | SF      |
| Plywood, prefinished, 3/4 inch thick, 4- by 8-foot sheets                     |         |
| (0030) minimum                                                                | SF      |
| (0040) maximum                                                                | SF      |
| Minimum suggested crew size: two builders for each construction work element. |         |
| Work Element Description                              | Unit    |
|-------------------------------------------------------|---------|
| Man-hours per                                         |         |
| Unit                                                  |         |
| 06 13 23.10                                           |         |
| Heavy Framing                                         |         |
| (0010) Beams, single 6 by 10 inches                   | BF      |
| (0020) single 8 by 16 inches                          | BF      |
| (0030) Columns, structural grade, 4 by 4 inches       | BF      |
| (0040) 6 by 6 inches                                  | BF      |
| (0450) 8 by 8 inches                                  | BF      |
| (0050) Floor planks, 2 by 6 inches                    | BF      |
| (0060) 2 by 10 inches                                 | BF      |
| (0070) 3 by 6 inches                                  | BF      |
| (0080) 3 by 10 inches                                 | BF      |
| (0090) Girders, structural grade, 12 by 12 inches     | BF      |
| (0100) 10 by 16 inches                                | BF      |
| (0110) Roof purlins, 4 inches thick, structural grade | BF      |
| (0120) Roof trusses                                   | BF      |
| Minimum suggested crew size: two builders.            |         |
| Notes:                                                |         |
| 1. Scaffolding is not included.                       |         |
| 2. Clean-up is included.                              |         |
| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
| 06 16 23.10                                                             |         |
| Subfloor                                                                |         |
| (0010) Plywood, 1/2 inch thick                                          | SF      |
| (0020) pneumatic nailed                                                 | SF      |
| (0030) Plywood, 5/8 inch thick                                          | SF      |
| (0040) pneumatic nailed                                                 | SF      |
| (0050) Plywood, 3/4 inch thick                                          | SF      |
|                                                                         |         |
| (0060) pneumatic nailed                                                 | SF      |
| With boards, 1 inch by 6 to 10 inches laid regular or diagonal, average | SF      |
| Subfloor adhesive, 3/8-inch bead                                        | LF      |
| 06 16 26.10                                                             |         |
| Underlayment                                                            |         |
| (0010) Plywood and particle board underlayment, average from 3/8 to     |         |
| 3/4 inch thick                                                          |         |
| SF                                                                      | 0.0150  |
| (0020) pneumatic nailed                                                 | SF      |
| 06 16 36.10                                                             |         |
| Sheathing                                                               |         |
| Roofs,                                                                  |         |
| (0010) Plywood, average from 5/16 to 3/4 inch thick                     | SF      |
| (0020) pneumatic nailed                                                 | SF      |
| (0030) with boards, 1 by 6 inches laid horizontal                       | SF      |
| (0040) laid diagonal                                                    | SF      |
| (0050) 1 by 8 inches laid horizontal                                    | SF      |
| (0060) laid diagonal                                                    | SF      |
| For steep roofs, multiply by 1.40.                                      |         |
| For dormers, hips, and valleys, multiply by 1.50.                       |         |
| Walls,                                                                  |         |
| SF                                                                      | 0.021   |
| thick                                                                   |         |
| (0080) pneumatic nailed                                                 | SF      |
| (0090) with boards, 1 by 6 inches laid                                  | SF      |
| (0100) horizontal laid diagonal                                         | SF      |
| (0110) by 8 inches laid horizontal                                      | SF      |
| (0120) laid diagonal                                                    | SF      |
| (0130) Other miscellaneous materiel                                     | SF      |
| Minimum suggested crew size: two builders.                              |         |
| Notes:                                                                  |         |

1. Scaffolding is not included. 2. Clean-up is included.
3. Refer to Figure 5-G-8 for siding.

| Work Element Description                                                    | Unit    |
|-----------------------------------------------------------------------------|---------|
| Man-hours per                                                               |         |
| Unit                                                                        |         |
| 06 22 13.40                                                                 |         |
| Moldings, Exterior                                                          |         |
| (0010) Cornice, boards, 1 by 2 inches                                       |         |
| (0020) 1 by 6 inches                                                        |         |
| (0030) 1 by 12 inches                                                       |         |
| (0040) Corner board, 1 by 4 inches and 1 by 6 inches                        |         |
| (0050) Fascia, 1 by 6 inches                                                |         |
| 0.0310                                                                      |         |
| 0.0430                                                                      |         |
| 0.0590                                                                      |         |
| 0.0530                                                                      |         |
| 0.0430                                                                      |         |
| 0.0480                                                                      |         |
| (0060) 1 by 8 inches                                                        |         |
|                                                                             |         |
| (0070) Trim, back band, 11/16 by 2 1/16 inches,                             |         |
| and casing, crown, 11/16 by 4 1/4 inches                                    |         |
| (0080) Verge board, 1 by 4 inches and 1 by 6 inches                         |         |
| (0090) 1 by 8 inches and 1 by 10 inches                                     |         |
| LF                                                                          |         |
| LF                                                                          |         |
| LF                                                                          |         |
| LF                                                                          |         |
| LF                                                                          |         |
| LF                                                                          |         |
| LF                                                                          |         |
| LF                                                                          |         |
| LF                                                                          |         |
| LF                                                                          |         |
| 0.0430                                                                      |         |
| 0.0530                                                                      |         |
| 0.0640                                                                      |         |
| 06 22 13.45                                                                 |         |
| Moldings, Trim                                                              |         |
| (0010) Average for astragal, chair rail, half round, lattice, quarter round | LF      |
| (0020) Wainscot moldings, 1 1/8 by 9/16 inches, 2 feet high, minimum        | SF      |
| (0030) maximum                                                              | SF      |
| 06 22 13.50                                                                 |         |
| Moldings, Window and Door                                                   |         |
| (0010) Door trim set, one head and two sides, 2 1/2 inches wide             | Opening |
| (0020) 3 1/2 inches wide                                                    | Opening |
| (0030) Threshold, 3 feet long, inside                                       | Each    |
| (0040) outside                                                              | Each    |
| Window trim set, including casings, header, stops, stool and apron          |         |
| (0050) 2 1/2 inches wide, minimum                                           | Opening |
| (0060) average                                                              | Opening |
| (0070) maximum                                                              | Opening |
| 06 22 13.60                                                                 |         |
| Moldings, Soffits                                                           |         |
| (0010) Soffits, average from 1 by 4 inches to 1 by 12 inches                | LF      |
| 06 43 13                                                                    |         |
| Wood Stairs and Railings                                                    |         |
| (0010) Box stairs, prefabricated, 3 feet wide treads, up to 14 risers       | Riser   |
| (0020) 4-foot-wide treads, up to 14 risers                                  | Riser   |
| (0030) Basement stairs, prefabricated, 3 feet wide, treads up to 14 risers  | Riser   |
| (0040) Residential stairs, wood, prefabricated                              | Flight  |
| (0050) built in place                                                       | Flight  |
| Work Element Description                               | Unit    |
|--------------------------------------------------------|---------|
| Man-hours per                                          |         |
| Unit                                                   |         |
| 06 48 13.10                                            |         |
| Exterior Wood Door Frames and Accessories              |         |
| (0010) Exterior frame including exterior trim          | LF      |
| (0020) Sills                                           | LF      |
| Exterior, modern, plain trim 3-foot opening, in-swing, |         |
| (0030) minimum                                         | Each    |
| (0040) average                                         | Each    |
| (0050) maximum                                         | Each    |
| 06 48 16.10                                            |         |
| Interior Wood Door Jamb and Frames                     |         |
| (0010) Interior frame                                  | LF      |
| (0020) Threshold                                       | LF      |
| Minimum suggested crew size: two builders.             |         |

## Chapter 5 Annex G Division 07 Thermal And Moisture Protection 5.G.1 Introduction

Division 07, thermal and moisture protection, includes waterproofing, damp proofing, insulation, roofing, and siding work that protects structures from the elements.

Most of the work in this division can be found on the architectural drawings. Estimators should pay close attention to the plan sections and details for flashing, sheet metal, insulation, vapor barrier, and roof accessories. Review the Division 07 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Refer to TM 3-34.47/FM 5-426/MCRP 3-40D.3 for further information on techniques and procedures for waterproofing, insulation, roofing, siding work, and the materiels used for these operations. Do not assume that specified items (e.g., sheet metal items) are off-the-shelf items. Gutters, downspouts, termite shields, gravel stops, expansion joints, and reglets may need to be shop fabricated.

Figures 5-G-1 through 5-G-9 present data and guidelines for estimating items found in Division 07.

Density of Fill, LB per CF
6 LB
7 LB
8 LB
9 LB
10 LB
Thickness of Fill
(Inches)
Area (SF) Covered per CF of Fill
1
21.2
18.0
15.9
14.1
13.0
2
10.6
9.1
8.0
7.1
6.4
3
7.1
6.1
5.3
4.7
4.2
4
5.3
4.6
4.0
3.5
3.2


| Work Element Description                                     | Unit    |
|--------------------------------------------------------------|---------|
| Man-hours per                                                |         |
| Unit                                                         |         |
| 07 11 13.10                                                  |         |
| Bituminous Asphalt Coating                                   |         |
| SF                                                           | 0.0160  |
| (0020) two coats                                             | SF      |
| (0030) Sprayed on, below grade, one coat, 25.6 SF per gallon | SF      |
| (0040) two coats, 20.5 SF per gallon                         | SF      |
| (0050) Troweled on, asphalt, 1/16 inch thick                 | SF      |
| (0060) 1/8 inch thick                                        | SF      |
| (0070) 1/2 inch thick                                        | SF      |
|                                                              |         |
| Cementitious Damp Proofing                                   |         |
| SF                                                           | 0.0850  |
| 1/2 inch thick                                               |         |
| Minimum suggested crew size: one builder and one laborer.    |         |
| Work Element Description                                                 | Unit    |
|--------------------------------------------------------------------------|---------|
| Man-hours per                                                            |         |
| Unit                                                                     |         |
| 07 12 13.20                                                              |         |
| Membrane Waterproofing                                                   |         |
| On slabs,                                                                |         |
| SF                                                                       | 0.0140  |
| (0020) one-ply, glass fiber fabric, mopped                               | SF      |
| (0030) two-ply, felt, mopped                                             | SF      |
| (0040) two-ply, glass fiber fabric, mopped                               | SF      |
| (0050) Fiberglass fabric, 20/10 mesh                                     | Square  |
| 07 13 53.10                                                              |         |
| Elastomeric Sheet Waterproofing                                          |         |
| (0010) Various materiels, e.g., neoprene, polyethylene, or rubberized    |         |
| sheets average                                                           | SF      |
| 07 16 16.20                                                              |         |
| Cementitious Waterproofing                                               |         |
| SF                                                                       | 0.0320  |
| (0020) Cementitious/metallic slurry, troweled, two coats, 1/4 inch thick | SF      |
| (0030) three coats, 3/8 inch thick                                       | SF      |
| (0040) four coats, 1/2 inch thick                                        | SF      |
| 07 19 19.10                                                              |         |
| Silicone Bases Water Repellents                                          |         |
| SF                                                                       | 0.0030  |
| (0020) Silicone or stearate, sprayed on concrete masonry units, one coat | SF      |
| (0030) two coats                                                         | SF      |
| Minimum suggested crew size:                                             |         |

1. For membrane waterproofing on slabs: one skilled leader, four skilled laborers, and two unskilled
laborers.
2. For membrane waterproofing with fiberglass fabric and other work elements: one skilled laborer and
one unskilled laborer.
3. For cementitious waterproofing sprayed on application: one skilled laborer and two unskilled laborers.
Note: A square = 100 SF of area.

| Work Element Description                                                   | Unit    |
|----------------------------------------------------------------------------|---------|
| Man-hours per                                                              |         |
| Unit                                                                       |         |
| 07 21 13.10                                                                |         |
| Rigid Insulation                                                           |         |
| Various materiels, e.g., fiberglass, unfaced or faced; Isocyanurate        |         |
| (4 by 8 sheet) foil faced both sides; perlite; etc.                        |         |
| (0010) minimum                                                             | SF      |
| (0020) average                                                             | SF      |
| (0030) maximum                                                             | SF      |
| 07 21 13.13                                                                |         |
| Foam Board Insulation                                                      |         |
| SF                                                                         | 0.0160  |
| 07 21 16.20                                                                |         |
| Blanket Insulation for Walls                                               |         |
| (0010) Batt insulation, kraft-faced fiberglass, various materiels, widths  |         |
| and thicknesses; average                                                   |         |
| 07 21 23.10                                                                |         |
| Poured Loose-Fill Insulation                                               |         |
| (0010) Various materiels, e.g., cellulose fiber, perlite, fiberglass wool, |         |
| mineral wool, polystyrene, etc., average                                   |         |
| 07 21 26.10                                                                |         |
| Blown Insulation                                                           |         |
| Various materiels, i.e., cellulose, fiberglass, or mineral wool; average   |         |
| for thickness indicated                                                    |         |
| (0010) 3 1/2 inches                                                        | SF      |
| (0020) 9 or 10 inches thick                                                | SF      |
| (0030) 20 inches thick                                                     | SF      |
|                                                                            |         |
| 1-inch-diameter holes at 16 inches on center, top and middle point of      |         |
| wall, add to above for:                                                    |         |
| (0040) masonry                                                             | SF      |
| (0050) wood siding                                                         | SF      |
| (0060) stucco/plaster                                                      | SF      |
| SF                                                                         | 0.0160  |
| Sprayed-On Insulation                                                      |         |
| (0010) Fibrous/cementitious, finished wall, 1 inch thick attic             |         |
| (0020) 5.2 inches thick attic                                              | SF      |
| Closed cell, spray polyurethane foam, 2 pounds per CF density              |         |
| (0030) 1 inch thick                                                        | SF      |
| (0040) 4 inches thick                                                      | SF      |
| (0050) 6 inches thick                                                      | SF      |
| Work Element Description                                           | Unit    |
|--------------------------------------------------------------------|---------|
| Man-hours per                                                      |         |
| Unit                                                               |         |
| 07 22 16.10                                                        |         |
| Roof Deck Insulation                                               |         |
| Various materiels, e.g., fiberboard, fiberglass, perlite, extruded |         |
| polystyrene, etc., based on thickness                              |         |
| (0010) minimum                                                     | SF      |
| (0020) average                                                     | SF      |
| (0030) maximum                                                     | SF      |
| Minimum suggested crew size: one builder and one laborer.          |         |

1. The installation of insulation includes scaffolding when required, fastening insulation into place, and
cut-outs in insulation, as required.
2. One hundred sixty staples are required per 100 SF.

| Work Element Description                                                    | Unit    |
|-----------------------------------------------------------------------------|---------|
| Man-hours per                                                               |         |
| Unit                                                                        |         |
|                                                                             |         |
| Vapor Retarders                                                             |         |
| Square                                                                      | 0.2870  |
| sides; asphalt felt sheathing paper; polyethylene vapor barrier, etc.       |         |
| Minimum suggested crew size: one skilled laborer and one unskilled laborer. |         |

Note: A square = 100 SF of area.

| Work Element Description                                                      | Unit    |
|-------------------------------------------------------------------------------|---------|
| Man-hours                                                                     |         |
| per Unit                                                                      |         |
| 07 31 13.10                                                                   |         |
| Asphalt Roof Shingles                                                         |         |
|                                                                               |         |
| (0010) Standard strip shingles, inorganic, class A, 210235 pounds per square | Square  |
|                                                                               |         |
| 1.9350                                                                        |         |
| (0015) Pitch over 7 in 12                                                     | Square  |
|                                                                               |         |
| 2.9025                                                                        |         |
| (0020) Pneumatic nailed                                                       | Square  |
|                                                                               |         |
| 1.5200                                                                        |         |
| (0025) Pitch over 7 in 12, pneumatic nailed                                   | Square  |
|                                                                               |         |
| 2.2800                                                                        |         |
| (0030) Standard strip shingles, organic, class C, 235240 pounds per square   | Square  |
|                                                                               |         |
| 2.1280                                                                        |         |
| (0035) Pitch over 7 in 12                                                     | Square  |
|                                                                               |         |
| 3.1920                                                                        |         |
| (0040) Pneumatic nailed                                                       | Square  |
|                                                                               |         |
| 1.7020                                                                        |         |
| (0045) Pitch over 7 in 12, pneumatic nailed                                   | Square  |
|                                                                               |         |
| 2.5530                                                                        |         |
| (0050) Standard, laminated multilayered, class A, 240260 pounds per square   | Square  |
|                                                                               |         |
| 2.3650                                                                        |         |
| (0055) Pitch over 7 in 12                                                     | Square  |
|                                                                               |         |
| 3.5475                                                                        |         |
| (0060) Pneumatic nailed                                                       | Square  |
|                                                                               |         |
| 1.8910                                                                        |         |
| (0065) Pitch over 7 in 12, pneumatic nailed                                   | Square  |
|                                                                               |         |
| 2.8365                                                                        |         |
| (0070) Standard, laminated multilayered class C, 260300 pounds per square    | Square  |
|                                                                               |         |
| 2.6600                                                                        |         |
| (0075) Pitch over 7 in 12                                                     | Square  |
|                                                                               |         |
| 3.9900                                                                        |         |
| (0080) Pneumatic nailed                                                       | Square  |
|                                                                               |         |
| 2.1280                                                                        |         |
| (0085) Pitch over 7 in 12, pneumatic nailed                                   | Square  |
|                                                                               |         |
| 3.1920                                                                        |         |
| (0090) Premium, laminated multilayered class A, 260300 pounds per square     | Square  |
|                                                                               |         |
| 3.0400                                                                        |         |
| (0095) Pitch over 7 in 12                                                     | Square  |
|                                                                               |         |
| 4.5600                                                                        |         |
| (0100) Pneumatic nailed                                                       | Square  |
|                                                                               |         |
| 2.4350                                                                        |         |
| (0105) Pitch over 7 in 12, pneumatic nailed                                   | Square  |
|                                                                               |         |
| 3.6525                                                                        |         |
| (0110) Premium, laminated multilayered, organic class C, 300-385 pounds per   |         |
| square                                                                        |         |
| Square                                                                        |         |
|                                                                               |         |
| 3.5740                                                                        |         |
| (0115) Pitch over 7 in 12                                                     | Square  |
|                                                                               |         |
| 5.3205                                                                        |         |
| (0120) Pneumatic nailed                                                       | Square  |
|                                                                               |         |
| 2.8370                                                                        |         |
| (0125) Pitch over 7 in 12, pneumatic nailed                                   | Square  |
| (0130) 15 pound felt underlayment                                             | Square  |
| (0140) 30 pound felt underlayment                                             | Square  |
| (0150) Self-adhering polyethylene and rubberized asphalt underlayment         | Square  |
| (0160) Ridge shingles                                                         | LF      |
| (0170) Ridge shingles, pneumatic nailed                                       | LF      |
| 07 31 16.20                                                                   |         |
| Steel Shingles                                                                |         |
|                                                                               |         |
| (0010) Galvanized, 26 or 24 gauge                                             | Square  |
| 07 31 26.10                                                                   |         |
| Slate Roof Shingles                                                           |         |
|                                                                               |         |
| (0010) Various types, 3/16 to 1/4 inch thick                                  | Square  |
| Work Element Description                                                    | Unit    |
|-----------------------------------------------------------------------------|---------|
| Man-hours                                                                   |         |
| per Unit                                                                    |         |
| 07 31 29.13                                                                 |         |
| Wood Shingles                                                               |         |
|                                                                             |         |
| (0010) 16 inches, number 1 red cedar shingles, 5-inch exposure on roof      | Square  |
| (0020) Pneumatic nailed                                                     | Square  |
| (0030) 16 inches, number 1 red cedar shingles, 7 1/2-inch exposure on walls | Square  |
| (0040) Pneumatic nailed                                                     | Square  |
| (0050) 15 pound organic felt underlayment on roof, one layer, add           | Square  |
| (0060) two layers, add                                                      | Square  |
| 07 31 29.16                                                                 |         |
| Wood Shakes (Hand-split red cedar shakes)                                   |         |
|                                                                             |         |
| (0010) 1/2 inch thick by 24 inches long 10-inch exposure on roof            | Square  |
| (0020) Pneumatic nailed                                                     | Square  |
| (0030) 3/4 inch thick by 24 inches long, 10-inch exposure on roof           | Square  |
| (0040) Pneumatic nailed                                                     | Square  |
| (0050) 1/2 to 3/4 inch thick by 24 inches long, 10 inch exposure on walls   | Square  |
| (0060) Pneumatic nailed                                                     | Square  |
| (0070) Ridge shakes                                                         | LF      |

Note: For steep roofs, 7 in 12 pitch or greater, multiply by 1.50. A square = 100 SF of area. Minimum suggested crew size: one builder and one laborer.

| Work Element Description                                                     | Unit    |
|------------------------------------------------------------------------------|---------|
| Man-hours per                                                                |         |
| Unit                                                                         |         |
| 07 32 13.10                                                                  |         |
| Clay Tiles                                                                   |         |
| (0010) Minimum, i.e., Spanish tile, 171 pieces per square                    | Square  |
| (0020) Average, i.e., Lanai tile or Classic tile, 158 pieces per square      | Square  |
| (0030) Maximum, i.e., Mission tile, 192 pieces per square                    | Square  |
| (0040) 15 pound felt underlayment                                            | Square  |
| (0050) 30 pound felt underlayment                                            | Square  |
| (0060) Self-adhering polyethylene and rubberized asphalt underlayment        | Square  |
| 07 32 16.10                                                                  |         |
| Concrete Tiles                                                               |         |
| (0010) Corrugated, 13 by 16 1/2 inches, 90 per square, 950 pounds per square | Square  |
| (0020) Shakes, 13 by 16 1/2 inches, 90 per square, 950 pounds per square     | Square  |
| Work Element Description                                             | Unit    |
|----------------------------------------------------------------------|---------|
| Man-hours per                                                        |         |
| Unit                                                                 |         |
| 07 32 19.10                                                          |         |
| Metal Roof Tiles                                                     |         |
| (0010) Mission tile, accessories included, 0.032-inch-thick aluminum | Square  |
| (0020) Spanish tile, accessories included, 0.032-inch-thick aluminum | Square  |
| 07 41 13.10                                                          | SF      |
| Aluminum Roof Panels                                                 |         |
| (0010) Corrugated or ribbed, various thicknesses                     |         |
| SF                                                                   | 0.0090  |
| deduct                                                               |         |
| (0030) Ridge cap                                                     | LF      |
| 07 41 13.20                                                          | SF      |
| Steel Roofing Panels                                                 |         |
| Corrugated or flat profile, on steel framing                         |         |
| (0010) Minimum, i.e., 30 gauge                                       |         |
| (0020) Average, i.e., 24 gauge                                       | SF      |
| (0030) Maximum, i.e., 22 gauge                                       | SF      |
| (0040) Ridge, galvanized, 10 inches wide                             | LF      |
| (0050) Ridge, galvanized, 10 inches wide, minimum, i.e., 30 gauge    | LF      |
| 07 41 33.10                                                          | SF      |
| Fiberglass Panels                                                    |         |
| (0010) Corrugated panels, roofing, various weights                   |         |
| (0020) Corrugated panels, siding, and flat panels, various weights   | SF      |
| 07 61 13.10                                                          |         |
| Standing Seam Sheet Metal Roofing                                    |         |
| Copper standing seam roofing, over 10 squares,                       |         |
| (0010) Minimum, i.e., 16 ounces, 125 pounds per square               | Square  |
| (0020) Average, i.e., 18 ounces, 140 pounds per square               | Square  |
| (0030) Maximum, i.e., 20 ounces, 150 pounds per square               | Square  |
| Also apply to batten seam and flat seam roofing materiels            |         |
| Minimum suggested crew size: one builder and one laborer.            |         |

Notes:

1. A square = 100 SF of area.
2. Refer to RSMeans for information on built-up bituminous roofing and elastomeric membrane roofing.
Remember to apply a conversion factor to convert civilian labor production figures to reasonable production figures for military labor (man-hours/man-days) as discussed in 5.2.2.

| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours per                                                  |         |
| Unit                                                           |         |
| 07 42 13.20                                                    |         |
| Aluminum Siding Panels                                         |         |
| (0010) Corrugated on steel frame, various thicknesses,         |         |
| (0020) Average for roofing on wood frame, deduct               |         |
| SF                                                             |         |
| SF                                                             |         |
| 0.0540                                                         |         |
| 0.0150                                                         |         |
| 07 42 13.30                                                    |         |
| Steel Siding                                                   |         |
| (0010) Galvanized, corrugated or ribbed, 30 to 20 gauge,       |         |
| (0020) Average factory sandwich panel, 26 to 22 gauge, average |         |
| SF                                                             |         |
| SF                                                             |         |
| 0.0540                                                         |         |
| 0.1180                                                         |         |
| 07 46 23.10                                                    |         |
| Wood Board Siding                                              |         |
| Various types, e.g., wood, cedar bevel;                        |         |
| (0010) Minimum, i.e., 4 to 6 inches wide                       | SF      |
| (0020) Average, i.e., 8 inches wide                            | SF      |
| (0030) Maximum, i.e., 10 inches wide                           | SF      |
| 07 46 29.10                                                    |         |
| Plywood Siding Option                                          |         |
| Various types;                                                 |         |
| (0010) Minimum, i.e., 3/8 inch thick                           | SF      |
| (0020) Average, i.e., 1/2 or 5/8 inch thick                    | SF      |
| (0030) Maximum, i.e., 3/4 inch thick                           | SF      |
| 07 46 33.10                                                    |         |
| Vinyl Siding                                                   |         |
| Various types;                                                 |         |
| (0010) Minimum                                                 | SF      |
| (0020) Maximum                                                 | SF      |
| Minimum suggested crew size: one builder and one laborer.      |         |
| Work Element Description                               | Unit    |
|--------------------------------------------------------|---------|
| Man-hours per                                          |         |
| Unit                                                   |         |
| 07 65 10.10                                            |         |
| Sheet Metal Flashing and Counter Flashing              |         |
| (0010) Aluminum, various thicknesses                   | SF      |
| (0020) Copper, by weight of sheets in ounces, average  | SF      |
| (0030) Stainless steel sheets, various thicknesses     | SF      |
| 07 65 23.10                                            |         |
| Rubber Sheet Flashing and Counter Flashing             |         |
| (0010) Rubber, butyl and neoprene, various thicknesses | SF      |
| Work Element Description                                                                                     | Unit    |
|--------------------------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                                                |         |
| Unit                                                                                                         |         |
| 07 71 19.10                                                                                                  |         |
| Gravel Stop                                                                                                  |         |
| Various types, e.g., aluminum, galvanized steel, PVC, and stainless steel at                                 |         |
| (0010) 4-inch-face height                                                                                    |         |
| (0020) 6-inch-face height                                                                                    |         |
| (0030) 8-inch-face height                                                                                    |         |
| (0040) 12-inch-face height                                                                                   |         |
| LF                                                                                                           |         |
| LF                                                                                                           |         |
| LF                                                                                                           |         |
| LF                                                                                                           |         |
| 0.0400                                                                                                       |         |
| 0.0780                                                                                                       |         |
| 0.0850                                                                                                       |         |
| 0.1060                                                                                                       |         |
| 07 71 23.10                                                                                                  |         |
| Downspouts                                                                                                   |         |
| LF                                                                                                           | 0.0560  |
| Various types, e.g., aluminum, copper, steel, etc.                                                           |         |
| (0010) Minimum, i.e., 2 by 6 inches, 28 gauge                                                                |         |
| (0020) Average, i.e., 3 by 4 inches, various thicknesses                                                     | LF      |
| (0030) Maximum, i.e., 6-inch diameter, 26 gauge                                                              | LF      |
| 07 71 23.20                                                                                                  |         |
| Downspout Elbows                                                                                             |         |
| (0010) Elbows, various types                                                                                 | Each    |
| 07 71 23.30                                                                                                  |         |
| Gutters                                                                                                      |         |
| LF                                                                                                           | 0.0890  |
| (0010) Aluminum, copper, galvanized and stainless steel of various                                           |         |
| thicknesses and widths, average                                                                              |         |
| (0020) Vinyl, at various widths                                                                              | LF      |
| (0030) Wood, clear treated cedar, fir or hemlock, 3 by 4 inches                                              | LF      |
|                                                                                                              |         |
| Reglets and Accessories                                                                                      |         |
| (0010) Aluminum, copper, galvanized and stainless steel of various                                           |         |
| thicknesses, average                                                                                         |         |
| (0020) Counter flashing for above, 12 inches wide, at various thicknesses                                    |         |
|                                                                                                              |         |
| Roof Vents                                                                                                   |         |
| (0010) Mushroom shape, for built-up roofs, aluminum                                                          |         |
| (0020) Mushroom shape, for built-up roofs, PVC, 6 inches high                                                |         |
| 07 72 53.10                                                                                                  |         |
| Snow Guard                                                                                                   |         |
| (0010) Double rail pipe type                                                                                 | LF      |
| 07 92 10.10                                                                                                  |         |
| Caulking and Sealant Options                                                                                 |         |
| LF                                                                                                           | 0.0430  |
| Acrylic latex caulk, 11 ounce cartridge                                                                      |         |
| (0010) 1/4 by 1/2 inch and 1/2 by 1/2 inch                                                                   |         |
| (0020) 3/4 by 3/4 inch                                                                                       | LF      |
| (0030) 3/4 by 1 inch                                                                                         | LF      |
| (0040) 1 by 1 inch                                                                                           | LF      |
| (0050) Backer rod, polyethylene, 1/4-inch through 1-inch diameter                                            | LF      |
| Minimum suggested crew size: one builder and one laborer.                                                    |         |
| Note: Installation includes unloading, storing onsite, handling into place, hanging, fastening, and sealing. |         |

INTENTIONALLY BLANK

## Chapter 5 Annex H Division 08 Openings 5.H.1 Introduction

Division 08, openings, includes doors, frames, windows, glass, and hardware.

Most architectural drawings or specifications include door, window, and hardware schedules that state types, sizes, materiels, and options. If these schedules are not available when the estimate is done, estimators should create a schedule to document assumptions made for each component. Review the Division 08 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks if applicable. Refer to TM 3-34.47/FM 5-426/MCRP 3-40D.3 for further information on techniques and procedures for doors, windows, and the materiels used for these items. Remember doors, windows, and hardware (especially specialty items) may be long lead items.

Figures 5-H-1 through 5-H-7 present data and guidelines for estimating items found in Division 08.

| Work Element Description                                                  | Unit    |
|---------------------------------------------------------------------------|---------|
| Man-hours per                                                             |         |
| Unit                                                                      |         |
| 08 05 05.10                                                               |         |
| Selective Demolition Doors                                                |         |
| Each                                                                      | 0.6650  |
| (0020) Doors, exterior, 1 3/4 inches thick, double, 6 feet by 7 feet high | Each    |
| (0030) Frames, including trim, metal                                      | Each    |
| (0040) Frames, including trim, wood                                       | Each    |
| (0050) Overhead, commercial, 12 feet by 12 feet high                      | Each    |
| (0060) Roll-up grille                                                     | Each    |
| 08 05 05.20                                                               |         |
| Selective Demolition Windows                                              |         |
| Each                                                                      | 0.6650  |
| Various materiels, including trim, e.g., aluminum, steel, wood, etc.      |         |
| (0010) Minimum, to 12 SF                                                  |         |
| (0020) Average, to 25 SF                                                  | Each    |
| (0030) Maximum, to 50 SF                                                  | Each    |
| (0040) Glass, minimum                                                     | SF      |
| (0050) Glass, maximum                                                     | SF      |
| (0060) Remove bay/bow window                                              | Each    |
| (0070) Remove skylight, plastic domes                                     | SF      |

Minimum suggested crew size: one builder and one laborer. Note: The above options provide only a small sample of the myriad of possibilities. They provide a cross section of average labor times required for demolition.

| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
| 08 11 16.10                                                             |         |
| Entrance Doors and Frames                                               |         |
| Aluminum, narrow stile, average by size opening                         |         |
| (0010) 3- by 7-foot opening                                             | Each    |
| (0020) 3-foot-6-inch by 10-foot opening, 3-foot-high transom            | Each    |
| (0030) 6- by 7-foot opening                                             | Each    |
| For non-standard size, multiply by 1.67.                                |         |
| 08 11 63.23                                                             |         |
| Aluminum Screen and Storm Doors and Frames                              |         |
| Combination storm and screen, various materiels, 6 feet 8 inches by     |         |
| (0010) 2 feet 6 inches wide                                             | Each    |
| (0020) 2 feet 8 inches wide or 3 feet wide                              | Each    |
| For 7-foot-door height, multiply by 1.05.                               |         |
| 08 12 13.13                                                             |         |
| Standard Hollow Metal Frames                                            |         |
| Average, up to 5 3/4-inch-jamb depth, standard height, various openings |         |
| (0010) 3 feet wide, single                                              | Each    |
| (0020) 4 feet wide, single                                              | Each    |
| (0030) 6 feet wide, double                                              | Each    |
| (0040) 8 feet wide, double                                              | Each    |
| 08 13 13.13                                                             |         |
| Standard Hollow Metal Doors                                             |         |
| Various types of doors of standard size                                 |         |
| (0010) Minimum                                                          | Each    |
| (0020) Average                                                          | Each    |
| (0030) Maximum                                                          | Each    |
| 08 14 16.09                                                             |         |
| Smooth Wood Doors                                                       |         |
| Various types of doors of standard size                                 |         |
| (0010) Minimum                                                          | Each    |
| (0020) Average                                                          | Each    |
| (0030) Maximum                                                          | Each    |
|                                                                         |         |
| Access Doors and Frames                                                 |         |
| (0510) Ceiling hatch 2 ft 6 in by 2 ft 6 in                             | Opening |
| 08 32 19.15                                                             |         |
| Sliding Glass Vinyl-Clad Wood Doors                                     |         |
| (0010) Various, standard size                                           | Opening |
| Minimum suggested crew size: one builder and one laborer.               |         |

Note: The above options provide only a small sample of the myriad of possibilities. They provide a cross section of average labor times required for door and frame installation.

| Work Element Description                                           | Unit    |
|--------------------------------------------------------------------|---------|
| Man-hours per                                                      |         |
| Unit                                                               |         |
| 08 34 16.10                                                        |         |
| Aircraft Hanger Doors                                              |         |
| Bi-fold, overhead, 20 pounds per SF wind load,                     |         |
| includes electronic operation                                      |         |
| (0010) 12 feet high by 40 feet wide                                | SF      |
| (0020) 16 feet high by 60 feet wide                                | SF      |
| (0030) 20 feet high by 80 feet wide                                | SF      |
| 08 34 59.10                                                        |         |
| Secure Storage Doors and Frames                                    |         |
| (0010) Various sizes and weights, average                          | Opening |
| 08 34 63.13                                                        |         |
| Steel Detention Doors and Frames                                   |         |
| (0010) 3 feet by 7 feet, complete with hardware, single plate and  |         |
| double plate                                                       |         |
|                                                                    |         |
| Overhead Commercial Doors                                          |         |
| Average, stock, sectional, wood, fiberglass, or aluminum, per size |         |
| (0010) 8 feet by 8 feet high                                       | Each    |
| (0020) 10 feet by 10 feet high                                     | Each    |
| (0030) 12 feet by 12 feet high                                     | Each    |
| (0040) 20 feet by 14 feet high                                     | Each    |
| 08 36 13.20                                                        |         |
| Residential Garage Doors                                           |         |
| Average, overhead, sectional, including hardware, various types of |         |
| doors                                                              |         |
| (0010) Average                                                     | Each    |
| Minimum suggested crew size: one builder and one laborer.          |         |

Note: The above options provide only a small sample of the myriad of possibilities. They provide a cross section of average labor times required for door and frame installation.


| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours per                                                  |         |
| Unit                                                           |         |
| 08 51 13.20                                                    |         |
| Aluminum Windows                                               |         |
| Stock units, casement                                          |         |
| (0010) 3-foot-1-inch by 3-foot-2-inch opening                  | Each    |
| (0020) 3-foot-4-inch by 5-foot opening                         | Each    |
| (0030) 8- by 4-foot opening                                    | Each    |
| 08 52 10.30                                                    |         |
| Wood Windows                                                   |         |
| Double hung, sash, single lite                                 |         |
| (0010) 2 feet by 2 feet high                                   | Each    |
| (0020) 2 feet 6 inches by 2 feet high                          | Each    |
| (0030) 2 feet 6 inches by 2 feet 6 inches high                 | Each    |
| (0040) 3 feet by 2 feet high                                   | Each    |
| 08 52 10.50                                                    |         |
| Double Hung                                                    |         |
| Solid vinyl, average quality, double insulated glass           |         |
| (0010) 2 feet by 3 feet                                        | Each    |
| (0020) 3 feet by 4 feet                                        | Each    |
| (0030) 4 feet by 4 feet 6 inches                               | Each    |
| 08 52 66.10                                                    |         |
| Wood Screens                                                   |         |
| (0010) Over 3 SF, 3/4- and 1 1/8-inch frames                   | SF      |
|                                                                |         |
| Skylights                                                      |         |
| Plastic domes, flush or curb mounted                           |         |
| (0010) Normal size under 10 SF, double                         | SF      |
| (0020) Normal size under 10 SF, single                         | SF      |
| (0030) 10 SF to 20 SF, double                                  | SF      |
| (0040) 10 SF to 20 SF, single                                  | SF      |
| (0050) 20 SF to 30 SF, double                                  | SF      |
| (0060) 20 SF to 30 SF, single                                  | SF      |
| (0070) 30 SF to 65 SF, double                                  | SF      |
| (0080) 30 SF to 65 SF, single                                  | SF      |
| (0090) Ventilating insulated Plexiglas dome with curb mounting |         |
| 36 by 36 inches and 52 by 52 inches                            | Each    |
| (0100) Ventilating insulated Plexiglas dome with curb mounting |         |
| 28 by 52 inches and 36 by 52 inches                            |         |
| Each                                                           | 4.2560  |
| Does not include electric operating system                     |         |

Minimum suggested crew size: one builder and one laborer.

Note: The above options provide only a small sample of the myriad of possibilities. They provide a cross section of average labor times required for window installation.

| Work Element Description                                                  | Unit    |
|---------------------------------------------------------------------------|---------|
| Man-hours per                                                             |         |
| Unit                                                                      |         |
| 08 71 20.10                                                               |         |
| Bolts, Flush                                                              |         |
| Each                                                                      | 1.5200  |
| (0020) Automatic fire exit                                                | Each    |
| (0030) For electric release, add                                          | Each    |
| (0040) Barrel, brass, 2 to 6 inches long                                  | Each    |
| 08 71 20.30                                                               |         |
| Door Closers                                                              |         |
| Each                                                                      | 1.6370  |
| (0020) Maximum                                                            | Each    |
| 08 71 20.35                                                               |         |
| Panic Devices                                                             |         |
| Each                                                                      | 1.7730  |
| (0020) Maximum                                                            | Each    |
| 08 71 20.40                                                               |         |
| Lockset                                                                   |         |
| (0010) Various types, maximum                                             |         |
| Each                                                                      | 1.0640  |
| 08 71 20.41                                                               |         |
| Dead Locks                                                                |         |
| (0010) Various types, maximum                                             | Each    |
| 08 71 20.42                                                               |         |
| Mortise Locksets                                                          |         |
| (0010) Commercial, wrought knobs and full escutcheon trim, various types, |         |
| maximum                                                                   | Each    |
| 08 71 20.50                                                               |         |
| Door Stops                                                                |         |
| (0010) Various types                                                      | Each    |
| 08 71 20.55                                                               |         |
| Push-Pull Plates                                                          |         |
| Each                                                                      | 0.8870  |
| (0020) Pull handle and push bar, aluminum                                 | Each    |
| (0030) Pull handle and push bar, bronze                                   | Each    |
| LF                                                                        | 0.2220  |
| Thresholds                                                                |         |
| (0010) Threshold, 3-foot-long saddles, aluminum,                          |         |
| (0020) Threshold, aluminum 8 inches wide by 1/2 inch thick                | Each    |
| (0030) Threshold, bronze 8 inches wide by 1/2 inch thick                  | LF      |
| (0040) Bronze, panic threshold, 5 inches wide by 1/2 inch thick           | Each    |
| (0050) Rubber, 5 1/2 inches wide by 1/2 inch thick                        | Each    |
| Work Element Description                                  | Unit    |
|-----------------------------------------------------------|---------|
| Man-hours per                                             |         |
| Unit                                                      |         |
| 08 71 20.95                                               |         |
| Kick Plates                                               |         |
| (0010) Various types and sizes, average                   | Each    |
| Minimum suggested crew size: one builder and one laborer. |         |

Note: Installation includes drilling for fasteners, expansion shields, installing plugs, toggle bolts, blocking, hinges, locks, and other hardware.

| Work Element Description                                               | Unit    |
|------------------------------------------------------------------------|---------|
| Man-hours per                                                          |         |
| Unit                                                                   |         |
| 08 71 25.10                                                            |         |
| DoorsMechanical Seals, Weatherstripping                               |         |
| Opening                                                                | 3.5470  |
| (0020) 6- by 7-foot opening, zinc or bronze                            | Opening |
| (0030) Threshold weatherstripping, door sweep, flush mounted           | Each    |
| (0040) Garage door bottom weatherstrip, 12-foot aluminum, rubber, etc. | Each    |
|                                                                        |         |
| WindowsMechanical Weather Seals                                       |         |
| (0010) Window, double hung, 3 by 5 feet, zinc or bronze                | Opening |
| (0020) heavy duty zinc or bronze                                       | Opening |
| Minimum suggested crew size: one builder and one laborer.              |         |
| Work Element Description                                             | Unit    |
|----------------------------------------------------------------------|---------|
| Man-hours per                                                        |         |
| Unit                                                                 |         |
| 08 91 19.10                                                          |         |
| Aluminum Louvers                                                     |         |
| (0010) Aluminum with screen, residential, 8 by 8 inches, minimum     |         |
| (0020) 24 by 30 inches, maximum                                      |         |
| Each                                                                 |         |
| Each                                                                 |         |
| 0.2810                                                               |         |
| 0.7090                                                               |         |
| LF                                                                   |         |
| 08 95 13.10                                                          |         |
| Wall Louvers                                                         |         |
| (0010) Soffit vent, continuous, 3 inches wide, aluminum              |         |
| (0020) Under eaves vent, aluminum, 16 by 4 inches and 16 by 8 inches | Each    |
| 0.0530                                                               |         |
| 0.2220                                                               |         |
| 08 95 16.10                                                          |         |
| Louvers                                                              |         |
| Each                                                                 | 0.6650  |
| Vinyl gable vent, 8 by 8 inches and 12 by 12 inches                  | Each    |
| 12 by 18 inches                                                      | Each    |
| 18 by 24 inches                                                      | Each    |

Minimum suggested crew size: one builder and one laborer.

## Chapter 5 Annex J Division 09 Finishes 5.J.1 Introduction

Division 09, finishes, includes a variety of interior work items including gypsum board (also known as sheetrock or drywall), plaster construction, tile, acoustical ceilings, wood and resilient flooring, carpeting, and painting.

Most architectural drawings, including floor plans, elevations, and reflected ceiling plans or specifications, provide information to calculate quantities. Room finish schedules also provide critical information. If these schedules are not available when the estimate is done, estimators should create a schedule to document assumptions made for each component. Review the Division 09 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks if applicable. Refer to TM 3-34.47/FM 5-426/MCRP 3-40D.3 for further information on techniques and procedures for finishes, and the materiels used for these items.

Materiels Required per 100 SF of Wall
Thickness
(Inches)
Mortar (CF)
Mortar: Mixture Ratio 1:2 1/2
Mortar: Mixture Ratio 1:3
Cement (Bags)
Sand (CF)
Cement (Bags)
Sand (CF)
1/4
2.08
0.84
2.08
0.73
2.20
3/8
3.13
1.26
3.14
1.10
3.30
1/2
4.17
1.68
4.19
1.47
4.40
5/8
5.21
2.09
5.23
1.83
5.50
3/4
6.25
2.51
6.28
2.20
6.60
1
8.33
3.35
8.37
2.93
8.80
| Area to be Tiled (SF)    |   Waste Allowance (Percent)  |
|--------------------------|------------------------------|
| 1 to 50                  |                          14  |
| 51 to 100                |                          10  |
| 101 to 200               |                           8  |
| 201 to 500               |                           7  |
| 501 to 1,000             |                           5  |
| Over 1,000               |                           5  |
Type of Wallboard
Size of Panels
100 SF
(Inches)
Fastening Method
Nails Required per
nailed to studs
nailed to studs
nailed to studs nailed to studs
nailed to studs or wall
nailed to studs nailed to studs
1.00 LB
4.00 LB
2.00 LB 2.00 LB 1.25 LB 5.00 LB 1.00 LB
Gypsum
Perforated hardboard
Plant tongue and groove board Plant tongue and groove board Plywood panels Rock lath Tempered tile board Tempered tile board
4896
4896
896
1296 4896 1696 4896 4896
adhesive applied to wall
1.50 LB (See Note 2)

1. In the adhesive and nail-on method, gypsum board adhesive is applied to the joists and studs
before each piece of wallboard is positioned and nailed. The adhesive is applied to the framing member from a caulking gun in about 3/8-inch-diameter bead. For each 1,000 SF of wallboard use eight quart-size tubes of adhesive.
2. Amount of adhesive required per gallon for 100 square feet.
Rub
Materiel
Tough
(Minutes)
Recoat
(Hours)
(Hours)
Lacquer
1 to 10 minutes
1.5 to 3 hours
16 to 24 hours
Lacquer sealer
1 to 10 minutes
0.50 to 0.75 hour
1 hour (sand)
Non-grain-raising stain
15 minutes
3 hours
N/A
Oil stain
60 minutes
24 hours
N/A
Paste wood filler
N/A
24 to 48 hours
N/A
Paste wood filler (quick dry)
N/A
3 to 4 hours
N/A
Pigment oil stain
60 minutes
12 hours
N/A
Pigment oil stain (quick dry)
60 minutes
3 hours
N/A
Shading stain
zero
zero
N/A
Shellac
15 minutes
2 hours
12 to 18 hours
Shellac (wash coat)
2 minutes
0.50 hour
N/A
Spirit stain
zero
0.167 hour
N/A
Stain (quick dry)
2 minutes
0.25 hour
N/A
Varnish
90 minutes
18 to 24 hours
24 to 48 hours
Varnish (quick dry, synthetic)
30 minutes
4 hours
12 to 24 hours
Water stain
60 minutes
12 hours
N/A

Note: Average drying time: Different products will vary.


One Gallon Covers (SF)
Items
Coat
Brush
Roller
Spray
Paint wood siding
Prime
Others
250 270
225 250
290 290
Paint exterior trim
Prime
400


First
475
Second
520
Paint shingle siding
Prime
270
255
300
Others
360
340
380
Stain shingle siding
First
180
170
200
Second
270
250
290
Paint brick masonry
Prime
180
135
160
First
270
225
290
Second
340
305
360
Paint interior plaster drywall
Prime
400
380
495
Others
450
425
495
Paint interior doors and
Prime
400


windows
First
425
Second
450

Note: For best results, refer to manufacturers' specifications and coverage figures.

One Gallon Covers (SF)
Type Construction
Surface Area (SF)
per Ton
Coat
Brush
Spray
Light structural
300 to 500
First
500
455
Second
450
410
Third
450
410
Medium
150 to 300
All
400
365
Heavy structural
50 to 150
All
400
365
Weighted average
225
All
400
365

Note: For best results, refer to manufacturers' specifications and coverage figures.


| Work Element Description                                                            | Unit    |
|-------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                       |         |
| Unit                                                                                |         |
|                                                                                     |         |
| Partition Wall, Gypsum Board                                                        |         |
| Stud wall, 8 to 12 feet high, interior, gypsum board, standard, tape and finish two |         |
| sides                                                                               |         |
| 1/2 inch thick on                                                                   |         |
| (0010) 2- by 4-inch or 6-inch wood studs, 16 inches on center                       | SF      |
| (0020) 3 5/8 inches wide, metal studs, non-load bearing, 16 inches on center        | SF      |
| 5/8 inch thick on                                                                   |         |
| (0030) 2- by 4-inch wood studs, 16 inches on center                                 | SF      |
| (0040) 2- by 4-inch wood studs, 24 inches on center                                 | SF      |
| (0050) 3 5/8 inches wide, metal studs, non-load bearing, 16 inches on center        | SF      |
| 09 22 13.13                                                                         |         |
| Metal Channel Furring                                                               |         |
| (0010) Beams and columns, 7/8-inch channels galvanized, 16 inches on center         | SF      |
| (0020) Ceilings, on steel, 7/8-inch channels, galvanized, 16 inches on center       | SF      |
| (0030) Walls, 7/8-inch channels galvanized, 16 inches on center                     | SF      |
|                                                                                     |         |
| Metal Studs and Track                                                               |         |
| (0010) 8 feet high, non-load bearing, galvanized, 3 5/8 inches wide, 16 inches on   |         |
| center                                                                              | SF      |
| (0020) 24 inches on center                                                          | SF      |
| (0030) 10 feet high, non-load bearing, galvanized, 3 5/8 inches wide, 16 inches on  |         |
| center                                                                              | SF      |
| (0040) 24 inches on center                                                          | SF      |
| (0050) 12 feet high, non-load bearing, galvanized, 3 5/8 inches wide, 16 inches on  |         |
| center                                                                              | SF      |
| (0060) 24 inches on center                                                          | SF      |
| 09 22 26.13                                                                         |         |
| Ceiling Suspension System                                                           |         |
| Suspended ceiling, for gypsum board or plaster, 1 1/2- or 2-inch carriers           |         |
| (0010) 7/8-inch carrier channels, 16 inches on center                               | SF      |
| (0020) 24 inches on center                                                          | SF      |
| (0030) 1 5/8-inch carrier channels, 16 inches on center                             | SF      |
| (0040) 24 inches on center                                                          | SF      |


| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
|                                                                         |         |
| Gypsum Lath                                                             |         |
| (0010) Plain or perforated, nailed, 3/8 inch thick                      | SY      |
| (0020) Plain or perforated, nailed, 1/2 inch thick                      | SY      |
| (0030) Clipped to steel studs, 3/8 inch thick                           | SY      |
| (0040) 1/2 inch thick                                                   | SY      |
| (0050) For ceiling installations, add                                   | SY      |
| (0060) For columns and beams, add                                       | SY      |
|                                                                         |         |
| Metal Lath                                                              |         |
| (0010) Mesh, nailed to wood, 1.8 pounds                                 | SY      |
| (0020) Mesh, nailed to wood, 3.6 pounds                                 | SY      |
| (0030) Wired to steel, 1.8 pounds                                       | SY      |
| (0040) Wired to steel, 3.6 pounds                                       | SY      |
| SY                                                                      | 0.5320  |
| various configurations, average                                         |         |
| 09 22 36.43                                                             |         |
| Security Mesh                                                           |         |
| Expanded metal, flat, screwed to framing, 3/4 inch, 1.76 pounds per SF  |         |
| (0010) on walls                                                         | SF      |
| (0020) on ceilings                                                      | SF      |
| 09 22 36.83                                                             |         |
| Accessories, Plaster                                                    |         |
| (0010) Casing bead, expanded flange, galvanized                         | LF      |
| (0020) Corner bead, expanded bullnose                                   | LF      |
| (0030) Expansion joint, 3/4-inch grounds, limited expansion, galvanized | LF      |
| Minimum suggested crew size: one builder and one laborer.               |         |
| Notes:                                                                  |         |

1. The above options provide only a small sample of the myriad of possibilities. They provide a cross
section of average labor times required for plaster and gypsum board assemblies.
2. Fasteners are screws or blued, ring shank nails for wood framing and screws for metal framing.
3. Accessories are not included in plaster or stucco line items.

| Work Element Description                                            | Unit             |
|---------------------------------------------------------------------|------------------|
| Man-hours per                                                       |                  |
| Unit                                                                |                  |
| 09 23 13.10                                                         |                  |
| Perlite or Vermiculite,                                             | (100 pound bags) |
| (0010) two coats, no lath included, on walls                        | SY               |
| (0020) two coats, no lath included, on ceilings                     | SY               |
| (0030) three coats, no lath included, on walls                      | SY               |
| (0040) three coats, no lath included, on ceilings                   | SY               |
| 09 23 20.10                                                         |                  |
| Gypsum Plaster on Walls and Ceilings,                               | (80 pound bags)  |
| (0010) two coats, no lath included, on walls                        | SY               |
| (0020) two coats, no lath included, on ceilings                     | SY               |
| (0030) three coats, no lath included, on walls                      | SY               |
| (0040) three coats, no lath included, on ceilings                   | SY               |
| 09 23 20.20                                                         |                  |
| Gauging Plaster,                                                    | (100 pound bags) |
| (0010) two coats, no lath included, on walls                        | SY               |
| (0020) two coats, no lath included, on ceilings                     | SY               |
| (0030) three coats, no lath included, on walls                      | SY               |
| (0040) three coats, no lath included, on ceilings                   | SY               |
| 09 23 20.30                                                         |                  |
| Keenes Cement,                                                      | (100 pound bags) |
| (0010) Finish only, standard quality                                | SY               |
| (0020) Finish only, high quality                                    | SY               |
| 09 24 23.40                                                         |                  |
| Stucco, Portland Cement Plastering                                  |                  |
| Exterior stucco, with bonding agent, three coats, no mesh included, |                  |
| (0010) walls                                                        | SY               |
| (0020) ceilings                                                     | SY               |
| (0030) beams                                                        | SY               |
| (0040) columns                                                      | SY               |
| Minimum suggested crew size: three builders and two laborers.       |                  |

Notes:

1. Lath not included, refer to Division 09 22 36.23 lath installation.
2. For irregular or curved surfaces, multiply by 1.30.
3. For irregular or curved surfaces, multiply by 1.50. 4. For soffits, multiply ceiling/overhead work by 1.40.

| Work Element Description                                             | Unit    |
|----------------------------------------------------------------------|---------|
| Man-hours per                                                        |         |
| Unit                                                                 |         |
| 09 29 10.10                                                          |         |
| Gypsum Board Ceilings                                                |         |
| Screwed to grid, channel, or joists, 1/2 or 5/8 inch thick           |         |
| (0010) standard, no finish                                           | SF      |
| (0020) taped and finished (level 4 finish)                           | SF      |
| (0030) with compound skim coat (level 5 finish)                      | SF      |
| Over 8 feet high, multiply by 1.25.                                  |         |
| 09 29 10.30                                                          |         |
| Gypsum Board                                                         |         |
| Walls, nailed or screwed to studs, various widths                    |         |
| (0010) standard, no finish                                           | SF      |
| (0020) taped and finished (level 4 finish)                           | SF      |
| (0030) with compound skim coat (level 5 finish)                      | SF      |
| On beams, columns, or soffits, various widths                        |         |
| (0040) standard, no finish                                           | SF      |
| (0050) taped and finished (level 4 finish)                           | SF      |
| (0060) with compound skim coat (level 5 finish)                      | SF      |
| 09 29 15.10                                                          |         |
| Accessories, Gypsum Board                                            |         |
| (0010) Casing bead, galvanized steel or vinyl                        | LF      |
| (0020) Corner bead, galvanized steel or vinyl, 1 by 1 inch           | LF      |
| (0030) Corner bead, galvanized steel or vinyl, 1 1/4 by 1 1/4 inches | LF      |
| (0040) Furring channel, galvanized steel, 7/8 inch deep, standard    | LF      |
| Minimum suggested crew size: two builders.                           |         |
| Notes:                                                               |         |

1. A multiplier of 1.5 was used to convert civilian production rates to military production rates in this figure. No further
adjustment required for military production.
2. For the adhesive and nail-on method, gypsum board adhesive is applied to the joists and studs before each piece of
wall board is positioned and nailed. The adhesive is applied to the framing member from a caulking gun in about 3/8-inch-diameter bead. For each 1,000 SF of wallboard use eight quart-size tubes of adhesive.
3. Refer to Figure 5-J-3 for estimating fastener requirements for wallboard. 4. The industry standard levels of gypsum drywall finish are:
a. Level 0: No taping, finishing, or accessories required.
b. Level 1: All joints and interior angles shall have tape set in joint compound. Surface shall be free of excess joint
compound. Tool marks and ridges are accepted.
c. Level 2: All joints and interior angles shall have tape embedded in joint compound and wiped with a joint knife
leaving a thin coating of joint compound over all joints and interior angles. Fastener heads and accessories shall be covered with a coat of joint compound. Surface shall be free of excess joint compound. Tool marks and ridges are accepted. Joint compound applied over the body of the tape at the time of tape embedment shall be considered a separate coat of joint compound and shall satisfy the conditions of this level.
d. Level 3: All joints and interior angles shall have tape embedded in joint compound and one additional coat of joint
compound applied over all joints and interior angles. Fastener heads and accessories shall be covered with two separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges.
e. Level 4: All joints and interior angles shall have tape embedded in joint compound and two separate coats of joint
compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges.
f. Level 5: All joints and interior angles shall have tape embedded in joint compound and two separate coats of joint
compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. A thin skim coat of joint compound, or a materiel manufactured especially for this purpose, shall be applied to the entire surface. The surface shall be smooth and free of tool marks and ridges.

| Work Element Description                                                     | Unit    |
|------------------------------------------------------------------------------|---------|
| Man-hours per                                                                |         |
| Unit                                                                         |         |
|                                                                              |         |
| Ceramic Tile                                                                 |         |
| (0010) Base, using 1- by 4-inch-high piece with 1- by 1-inch tiles, mud set  | LF      |
| (0020) Base, using 1- by 4-inch-high piece with 1- by 1-inch tiles, thin set | LF      |
| (0030) Bullnose trim, 4 1/4 by 4 1/4 inches, mud set                         | Each    |
| (0040) Bullnose trim, 4 1/4 by 4 1/4 inches, mud set, thin set               | LF      |
| (0050) Floors, random or uniform, thin set, 6 by 6 inches                    | LF      |
| (0060) Floors, random or uniform, 8 by 8 inches                              | SF      |
| (0070) Floors, random or uniform, 12 by 12 inches                            | SF      |
| (0080) Floors, random or uniform, 16 by 16 inches                            | SF      |
| (0090) Walls, interior, thin set, 4 1/4- by 4 1/4-inch tile                  | SF      |
| (0100) Various larger sizes decrease labor per unit                          | SF      |
| (0110) Exterior wall, frost proof, mud set, 4 1/4- by 4 1/4-inch tile        | SF      |
| (0120) For epoxy grout, 1/16-inch joints, 4 1/4-inch tile, add               | SF      |
| (0130) For tile set in Portland cement mortar, add                           | SF      |
| (0140) Regrout tile, 4 1/4 by 4 1/4 inches, or larger, wall or floor, add    | SF      |
| 09 30 16.10                                                                  |         |
| Quarry Tile                                                                  |         |
| (0010) Base, cove or sanitary, mud set, to 5 inches high, 1/2 inch thick     | LF      |
| (0020) Bullnose trim, 6 by 6 by 1/2 inches thick, mud set                    | LF      |
| (0030) 6 by 6 by 1/2 inches thick                                            | LF      |
| (0040) Floors, mud set, 4 by 4 by 1/2 inches thick                           | SF      |
| (0050) Floors, mud set, 6 by 6 by 1/2 inches thick                           | SF      |
| (0060) Floors, mud set, 4 by 8 by 1/2 inches thick                           | SF      |
| (0070) Stair tread, 6 by 6 by 3/4 inches thick, plan or abrasive             | SF      |
| (0080) Wainscot, 6 by 6 by 3/4 inches thick, thin set                        | SF      |
| (0090) Window sill, 6 inches wide, 3/4 inch thick                            | LF      |
| (0100) Window sill corners                                                   | Each    |
| Minimum suggested crew size: one builder and one laborer.                    |         |

1. The above options provide only a small sample of the myriad of possibilities. They provide a cross
section of average labor times required for tiling.
2. Tables are based on half of the crew experienced in the work.
3. A ratio of one helper to one tile setter. 4. Cutting tile masonry or tile saw.
5. Production will be affected by type and scope of work. Large open areas will go faster than small
rooms with many corners.
6. Factors include: layout, centering, setting, grouting, and clean-up.

| Work Element Description                                                                 | Unit    |
|------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                            |         |
| Unit                                                                                     |         |
| 09 51 23.30                                                                              |         |
| Suspended Ceilings, Complete                                                             |         |
| Including standard suspension system (not including carrier channels)                    |         |
| Ceiling board, fiberglass or mineral fiber, on 15/16-inch suspension                     |         |
| bar, various sizes                                                                       |         |
| (0010) minimum                                                                           | SF      |
| (0020) maximum                                                                           | SF      |
| 09 51 53.10                                                                              |         |
| Ceiling Tile, Direct-Applied                                                             |         |
| (0010) Stapled or cemented, 12 by 12 inches or 12 by 24 inches, various                  |         |
| materiels, not including furring                                                         | SF      |
| Minimum suggested crew size: one builder and one laborer.                                |         |
| Note: Refer to Division 09 22 26.13 for carrier channels for ceiling suspension systems. |         |
| Work Element Description                                                   | Unit    |
|----------------------------------------------------------------------------|---------|
| Man-hours per                                                              |         |
| Unit                                                                       |         |
| 09 64 23.10                                                                |         |
| Wood Parquet                                                               |         |
| (0010) Parquetry, standard, 5/16 inch thick, not including finish, minimum | SF      |
| (0020) Parquetry, standard, 5/16 inch thick, not including finish, maximum | SF      |
| (0030) Parquetry, custom, including finish, minimum                        | SF      |
| (0040) Parquetry, custom, including finish, maximum                        | SF      |
| 09 64 29.10                                                                |         |
| Wood                                                                       |         |
| (0010) Fir, vertical grain, 1 by 4 inches, not including finish            | SF      |
| (0020) Maple, strip, 25/32 by 2 1/4 inches, not including finish           | SF      |
| SF                                                                         | 0.0530  |
| (0030) Yellow pine, 3/4 by 3 1/8 inches, tongue and groove, not including  |         |
| finish                                                                     |         |
| (0040) Sanding and finishing, two coats polyurethane                       | SF      |
| Minimum suggested crew size: one builder and one laborer.                  |         |
| Notes:                                                                     |         |

1. The above options provide only a small sample of the myriad of possibilities. They provide a
cross section of average labor times required for wood flooring.
2. Refer to Division 06 16 23.10 for subfloor and Division 06 16 26.10 for underlayment.

| Work Element Description                                               | Unit    |
|------------------------------------------------------------------------|---------|
| Man-hours per                                                          |         |
| Unit                                                                   |         |
| 09 65 10.10                                                            |         |
| Latex Underlayment                                                     |         |
| (0010) 1/8 inch thick, cementitious for resilient flooring, liquid     | SF      |
| 09 65 13.13                                                            |         |
| Resilient Base                                                         |         |
| (0010) Base, cove, rubber or vinyl, 2 1/2, 4, or 6 inches high         | LF      |
| (0020) Corners, 2 1/2, 4, or 6 inches high                             | Each    |
| 09 65 16.10                                                            |         |
| Rubber and Vinyl Sheet Flooring                                        |         |
| (0010) Linoleum                                                        | SF      |
| (0020) Rubber, 36 inches wide, 0.125 inch thick                        | SF      |
| (0030) Rubber, 36 inches wide, 0.187 inch thick                        | SF      |
| (0040) Rubber, 36 inches wide, 0.250 inch thick                        | SF      |
| (0050) Vinyl, backed, 0.065 inch thick                                 | SF      |
| (0060) Vinyl, backed, 0.080 inch thick                                 | SF      |
| (0070) Vinyl, backed, 0.125 inch thick                                 | SF      |
| 09 65 19.10                                                            |         |
| Miscellaneous Resilient Tile Flooring                                  |         |
| (0010) Rubber tile, various types, 12 by 12 inches, 1/8 inch thick     | SF      |
| (0020) Synthetic turf, 3/8 inch thick                                  | SF      |
| (0030) interlocking 2- by 2-foot squares, 1/2 inch thick, not cemented | SF      |
| SF                                                                     | 0.0210  |
| 1/16 inch thick                                                        |         |
| Minimum suggested crew size: one builder and one laborer.              |         |
| Notes:                                                                 |         |

1. The above options provide only a small sample of the myriad of possibilities. They provide a cross
section of average labor times required for resilient flooring.
2. Adhesive cement, one gallon per 200 to 300 SF.
3. Asphalt primer, one gallon per 300 SF. 4. Emulsion, one gallon per 140 SF.

| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
| 09 68 05.11                                                             |         |
| Flooring Transition Strip                                               |         |
| (0010) Clamp down brass divider, 12-foot strip, vinyl to carpet         | Each    |
| 09 68 10.10                                                             |         |
| Commercial Grade Carpet Pad                                             |         |
| (0010)Variety of types (e.g., sponge rubber, felt, and bonded urethane) | SY      |
| 09 68 13.10                                                             |         |
| Carpet Tile                                                             |         |
| SY                                                                      | 0.0710  |
| or 26 ounce                                                             |         |
| (0020) Tufted nylon, 24 by 24 inches, 24 ounce, 35 ounce, or 42 ounce   | SY      |
| 09 68 16.10                                                             |         |
| Sheet Carpeting                                                         |         |
| (0010) Nylon, level loop, 26 ounce, light to medium traffic             | SY      |
| (0020) Nylon, plush, 60 ounce, heavy traffic                            | SY      |
| For small rooms, less than 12 feet wide, multiply by 1.25.              |         |
| For large open areas (no cuts), multiply by 0.75.                       |         |
| 09 68 20.10                                                             |         |
| Indoor Athletic Carpet                                                  |         |
| (0010) Nylon, level loop, 26 ounce, light to medium traffic             | SF      |
| Minimum suggested crew size: one builder and one laborer.               |         |

Note: The above options provide only a small sample of the myriad of possibilities. They provide a cross section of average labor times required for plaster and gypsum board assemblies.

| Work Element Description                                              | Unit    |
|-----------------------------------------------------------------------|---------|
| Man-hours per                                                         |         |
| Unit                                                                  |         |
| 09 69 13.10                                                           |         |
| Access Floors                                                         |         |
| (0010) Access floor package including panel, pedestal, stringers, and |         |
| laminate cover, (i.e., computer room)                                 | SF      |
| Minimum suggested crew size: four builders.                           |         |

Note: A multiplier of 1.5 was used to convert civilian production rates to military production rates in this figure.



| Work Element Description                                                         | Unit    |
|----------------------------------------------------------------------------------|---------|
| Man-hours per                                                                    |         |
| Unit                                                                             |         |
| 09 72 23.10                                                                      |         |
| Wallpaper                                                                        |         |
| (0010) Average workmanship, solid pattern                                        |         |
| SF                                                                               | 0.0170  |
| (0020) Basic patterns, matching required                                         | SF      |
| Minimum suggested crew size: one skilled paper hanger and one unskilled laborer. |         |
|                                                                                  |         |
| Fiberglass Reinforced Plastic Panels                                             |         |
| (0010) On walls, 0.090 inch thick, adhesive mounted                              | SF      |
| (0020) On walls, 0.090 inch thick, nylon rivet mounted, on drywall               | SF      |
| (0030) On walls, 0.090 inch thick, nylon rivet mounted, on masonry               | SF      |
| (0040) On walls, 0.090 inch thick, nylon rivet and adhesive mounted, on drywall  | SF      |
| (0050) On walls, 0.090 inch thick, nylon rivet and adhesive mounted, on masonry  | SF      |
| Minimum suggested crew size: one builder and one laborer.                        |         |
| Notes:                                                                           |         |

1. The above options provide only a small sample of the myriad of possibilities. They provide a cross
section of average labor times required for plaster and gypsum board assemblies.
2. A multiplier of 1.5 was used to convert civilian production rates to military production rates in this figure.
No further adjustment required for military production.
3. Refer to Division 09 29 10.30 for gypsum board installation.

| Work Element Description                                             | Unit    |
|----------------------------------------------------------------------|---------|
| Man-hours per                                                        |         |
| Unit                                                                 |         |
|                                                                      |         |
| Exterior Surface Preparation                                         |         |
| Average times for various surfaces, including steel                  |         |
| (0010) scrape and sand                                               | SF      |
| (0020) wire brush                                                    | SF      |
| (0030) power tool                                                    | SF      |
| (0040) pressure/power wash (2,800 to 6,000 SF per day)               | SF      |
| (0050) steam cleaning (2,800 to 4,000 SF per day)                    | SF      |
| (0060) water blasting                                                | SF      |
| (0070) masking with paper                                            | SF      |
| (0080) volume cover up (drop cloths or plastic sheathing)            | SF      |
|                                                                      |         |
| Fences                                                               |         |
| Chain link or wire metal, picket, and stockade; one side, water base |         |
| (0010) roll and brush, first coat                                    | SF      |
| (0020) second coat                                                   | SF      |
| (0030) spray, first coat                                             | SF      |
| (0040) second coat                                                   | SF      |
| Work Element Description                                                           | Unit    |
|------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                      |         |
| Unit                                                                               |         |
|                                                                                    |         |
| Miscellaneous, Exterior                                                            |         |
| (0010) Decking, wood, sealer or paint, brushwork, each coat                        | SF      |
| LF                                                                                 | 0.1180  |
| (0020) Railings, wood, 42 inches high, 2- by 2-inch verticals, 6 inches on         |         |
| center brushwork, stain, sand, seal, and varnish                                   |         |
| LF                                                                                 | 0.0820  |
| verticals, 6 inches on center, brushwork, zinc chromate, each coat                 |         |
| Each                                                                               | 0.5320  |
| each coat                                                                          |         |
| Each                                                                               | 0.3050  |
| (0050) Shutters or blinds, single panel, 2 by 4 feet, paint all sides, spray, each |         |
| coat                                                                               |         |
| (0060) Stair stringers, metal, roll and brush, zinc chromate, each coat            | LF      |
| (0070) Stair stringers, wood, roll and brush, each coat                            | LF      |
| 09 91 13.60                                                                        |         |
| Siding, Exterior                                                                   |         |
| (0010) Steel siding, oil based paint, brushwork, each coat                         | SF      |
| (0020) Steel siding, oil based paint, spray, each coat                             | SF      |
| (0030) Stucco, rough, oil based paint, brushwork, each coat                        | SF      |
| (0040) Stucco, rough, oil based paint, brushwork, roll, each coat                  | SF      |
| (0050) Stucco, rough, oil based paint, brushwork, spray, each coat                 | SF      |
| (0060) Texture 1-11, clapboard, or wood shingles, brushwork, each coat             | SF      |
| (0070) Texture 1-11, clapboard, or wood shingles, spray, each coat                 | SF      |
| 09 91 13.62                                                                        |         |
| Siding, Miscellaneous                                                              |         |
| (0010) Aluminum siding, latex paint, brushwork, each coat                          | SF      |
| (0020) Mineral fiber shingles, brushwork, each coat                                | SF      |
| (0030) Mineral fiber shingles, roll, each coat                                     | SF      |
| (0040) Mineral fiber shingles, spray, each coat                                    | SF      |
| (0050) Rough wood, including shingles or shakes, brushwork, each coat              | SF      |
| (0060) Rough wood, including shingles or shakes, roll, each coat                   | SF      |
| (0070) Rough wood, including shingles or shakes, spray, each coat                  | SF      |
| (0080) Smooth wood, including butt, tongue and groove, brushwork, each coat        | SF      |
| (0090) Smooth wood, including butt, tongue and groove, roll, each coat             | SF      |
| (0100) Smooth wood, including butt, tongue and groove, spray, each coat            | SF      |
| Work Element Description                                                       | Unit    |
|--------------------------------------------------------------------------------|---------|
| Man-hours per                                                                  |         |
| Unit                                                                           |         |
|                                                                                |         |
| Doors and Windows, Exterior                                                    |         |
| (0010) Door frames and trim only, brushwork, each coat                         | LF      |
| (0020) Doors, flush, both sides, including frame and trim                      |         |
| roll and brush, each coat                                                      | Each    |
| (0030) Doors, louvered, both sides, including frame and trim brushwork, each   |         |
| coat                                                                           | Each    |
| (0040) Doors, panel, both sides, including frame and trim roll and brush, each |         |
| coat                                                                           | Each    |
| (0050) Windows, per exterior side, based on 15 SF, brushwork, 1 to 6 lite      | Each    |
| (0060) Windows, per exterior side, based on 15 SF, brushwork, 7 to 10 lite     | Each    |
| (0070) Windows, per exterior side, based on 15 SF, brushwork, 12 lite          | Each    |
| 09 91 13.80                                                                    |         |
| Trim, Exterior                                                                 |         |
| (0010) Fascia, latex paint, up to 1 by 12 inches, brushwork, each coat         | LF      |
| (0020) Fascia, latex paint, up to 1 by 12 inches, roll, each coat              | LF      |
| (0030) Fascia, latex paint, up to 1 by 12 inches, spray, each coat             | LF      |
| (0040) Gutters and downspouts, metal, 4 or 5 inches, brushwork first coat      | LF      |
| (0050) Gutters and downspouts, metal, 4 or 5 inches, brushwork second or       |         |
| third coat                                                                     | LF      |
| (0060) Molding, exterior, up to 14 inches wide, brushwork, each coat           | LF      |
| 09 91 13.90                                                                    |         |
| Walls, Masonry, Concrete Masonry Unit, Exterior                                |         |
| (0010) Concrete masonry unit, latex or waterproof sealer, brushwork, each      |         |
| coat                                                                           | SF      |
| (0020) Concrete masonry unit, latex or waterproof sealer, roll, each coat      | SF      |
| (0030) Concrete masonry unit, latex or waterproof sealer spray, each coat      | SF      |
| Minimum suggested crew size: one builder and one laborer.                      |         |

1. Surface preparation for exterior painting includes removing mill scale from metal surfaces with wire
brushes or by sandblasting, removing dust with brush or cloth, removing oil and grease, masking and
taping adjacent surfaces, and removing masking and taping. Sometimes it is necessary to lightly sand
between coats, or size and fill porous materiels before painting, all of which is surface preparation.
2. Fence metal painting includes removing rust, scale, oil, grease, and dirt; and mixing and applying
paint.
3. Labor for erection of scaffolding not included. Refer to Division 01 54 23.70 for scaffolding. 4. Refer to Division 09 97 13.23 for painting metals.
5. For work over 12 feet high, from pipe scaffolding, multiply by 1.15.
6. For work over 12 feet high, from extension ladder, multiply by 1.25.
7. For work over 12 feet high, from swing staging, multiply by 1.35.

| Work Element Description                                                       | Unit    |
|--------------------------------------------------------------------------------|---------|
| Man-hours                                                                      |         |
| per Unit                                                                       |         |
| 09 91 03.40                                                                    |         |
| Interior Surface Preparation                                                   |         |
| Average times for various surfaces                                             |         |
| (0010) Scrape and sand                                                         | SF      |
| (0020) Wire brush                                                              | SF      |
| (0030) Wash walls                                                              | SF      |
| (0040) Masking with paper                                                      | SF      |
| (0050) Volume cover up (drop cloths or plastic sheathing)                      | SF      |
| 09 91 23.20                                                                    |         |
| Cabinets and Casework                                                          |         |
| (0010) Paint or stain, brushwork, each coat                                    | SF      |
| 09 91 23.35                                                                    |         |
| Doors and Windows, Interior                                                    |         |
| Doors, flush, 3 by 7 feet, both sides, including frame and trim,               |         |
| (0010) roll and brush, each coat                                               | Each    |
| (0020) spray, each coat                                                        | Each    |
| Doors, panel, or French, both sides, including frame and trim                  |         |
| (0030) roll and brush, each coat                                               | Each    |
| (0040) Doors, louvered, both sides, including frame and trim, brushwork,       | Each    |
| (0050) Doors, louvered, both sides, including frame and trim, spray, each coat | Each    |
| Windows, per side, single lite type, brushwork                                 |         |
| (0060) 2 foot  3 foot opening                                                 | Each    |
| (0070) 3 foot  5 foot opening                                                 | Each    |
| (0080) 4 foot  8 foot opening                                                 | Each    |
| 09 91 23.40                                                                    |         |
| Floors, Interior                                                               |         |
| Concrete or wood, oil base primer/sealer coat or latex                         |         |
| (0010) brushwork, each coat                                                    | SF      |
| (0020) roll, each coat                                                         | SF      |
| (0030) spray, each coat                                                        | SF      |
| 09 91 23.72                                                                    |         |
| Walls and Ceilings, Interior                                                   |         |
| Drywall, concrete, masonry, or plaster, smooth finish, each coat               |         |
| (0010) brushwork, each coat                                                    | SF      |
| (0020) roll, each coat                                                         | SF      |
| (0030) spray, each coat                                                        | SF      |

Minimum suggested crew size: one painter and one laborer. Notes:

1. The painting of interior surfaces includes surface preparation, mixing paint materiels, and application of
paint to surface.
2. For ceiling installations, multiply by 1.25. 3. For work 8 feet to 15 feet high, multiply by 1.10. 4. For work over 15 feet high, multiply by 1.20. 5. For light textured surfaces, multiply by 1.10.
6. For heavy textured surfaces, multiply by 1.25.

| Work Element Description                                  | Unit    |
|-----------------------------------------------------------|---------|
| Man-hours per                                             |         |
| Unit                                                      |         |
| 09 97 13.23                                               |         |
| Exterior Steel Coatings                                   |         |
| (0010) Cold galvanizing, brush in field                   | SF      |
| Paints and protective coatings, sprayed in field          |         |
| (0020) alkyds                                             | SF      |
| (0030) epoxy                                              | SF      |
| (0040) latex                                              | SF      |
| (0050) zinc-rich primers                                  | SF      |
| Miscellaneous Iron and Steel, per coat                    |         |
| Structural steel, per coat                                |         |
| (0060) brush                                              | Ton     |
| (0070) spray                                              | Ton     |
| (0080) wire brush clean                                   | Ton     |
| (0090) sandblasting                                       | Ton     |
| Minimum suggested crew size: one painter and one laborer. |         |

1. Structural steel painting includes removing rust, scale, oil, grease, and dirt; mixing and applying
paint; and sanding between coats when required.
2. Refer to Division 09 91 03.30 for steel surface preparation treatments such as wire brushing,
pressure washing, and steam cleaning.
3. Refer to Figure 5-J-6 for surface area (SF) coverage per ton of steel. 4. For work above one story, spray painting simple structures, multiply by 1.25. 5. For work involving intricate structures, multiply by 1.50.

## Chapter 5 Annex K Division 10, 11, 12 Specialties, Equipment, Furnishings 5.K.1 Introduction

The following three divisions are combined under the annex for Division 10 in this publication:
1. Division 10, specialties, includes prefinished, manufactured items that are usually installed at or near the end of a project. This division is often considered as a catch-all division, containing miscellaneous items that do not fit into other divisions. 2. Division 11, equipment, refers to items required for a particular project's type of construction. For example, equipment for a vehicle maintenance facility would include compressed air devices, tire balancing machine, vehicle lift, etc. The equipment listed in Division 11 is usually purchased directly by the facility owner. 3. Division 12, furnishings, refers to items brought into the facility for the occupants' use. Items include furniture, artwork, window treatments (e.g., blinds and curtains), mats, rugs, plants, etc. These items are normally supplied by the owner or are arranged for outside the scope of most construction-related projects.

Review specifications for Divisions 10, 11, and 12 items and then review all drawings, making a list of these items. If a schedule of specialty items, equipment, or furnishings is not available when the estimate is done, estimators should create a schedule to document assumptions made for each component. Review the Division 10 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Items in these divisions, although they may not be directly part of the facility project, may require some type of support system that is part of the facility project. For example, it is much easier to install a behind-the-wall support system before the wall is in place. These divisions also include items not usually supplied with facility project items (e.g., support brackets, plates, and angles). Estimators must account for these items and add to the appropriate division.

Figures 5-K-1 through 5-K-11 present data and guidelines for estimating items found in Divisions 10, 11, and 12.


| Work Element Description                                                    | Unit    |
|-----------------------------------------------------------------------------|---------|
| Man-hours per                                                               |         |
| Unit                                                                        |         |
| 10 11 13.13                                                                 |         |
| Fixed Chalkboards                                                           |         |
| Wall hung, aluminum or wood frame, by size                                  |         |
| (0010) 3 by 4 feet                                                          | Each    |
| (0020) 4 by 12 feet                                                         | Each    |
| 10 11 23.10                                                                 |         |
| Fixed Tackboards                                                            |         |
| (0010) Cork sheets or fabric faced                                          | SF      |
| (0020) Prefabricated, case with single glass door, 3 by 3 feet              | Each    |
| (0030) Horizontal sliding units, 4 by 12 feet                               | Each    |
| 10 13 10.10                                                                 |         |
| Directory Boards                                                            |         |
| (0010) Plastic, glass covered, 30 by 20 inches                              | Each    |
| (0020) Outdoor, weatherproofed, plastic, 36 by 36 inches                    | Each    |
| Minimum suggested crew size: one skilled laborer and one unskilled laborer. |         |

Note: Installation of specialties includes unloading, storing at site, handling into place, and installing fastening devices, including drilling, plugging, anchoring, and leveling as needed.

| Work Element Description                                                     | Unit    |
|------------------------------------------------------------------------------|---------|
| Man-hours per                                                                |         |
| Unit                                                                         |         |
| 10 21 13.13                                                                  |         |
| Metal Toilet Compartments                                                    |         |
| (0010) Cubicles, ceiling hung, includes handicap units                       | Each    |
| (0020) Cubicles, floor and ceiling anchored, includes handicap units         | Each    |
| (0030) Screens, entrance, floor mounted, 58 inches high, 48 inches wide      | Each    |
| (0040) Urinal screen, 18 inches wide                                         | Each    |
| 10 21 16.10                                                                  |         |
| Partitions, Shower                                                           |         |
| (0010) Cabinet, floor mounted, plumbing not included, 1-inch-thick walls, no |         |
| door                                                                         |         |
| Each                                                                         | 4.2560  |
| (0020) with door                                                             | Each    |
| Minimum suggested crew size: one skilled laborer and one unskilled laborer.  |         |

Note: Installation of specialties includes unloading, storing at site, handling into place, and installing fastening devices, including drilling, plugging, anchoring, and leveling as needed.

| Work Element Description                                                       | Unit    |
|--------------------------------------------------------------------------------|---------|
| Man-hours                                                                      |         |
| per Unit                                                                       |         |
| 10 22 13.10                                                                    |         |
| Partitions, Woven Wire                                                         |         |
| Wall panels, 4 feet wide, for tool or stockroom enclosures, channel frame,     |         |
| 1 1/2-inch-diamond mesh, 10-gauge wire                                         |         |
|                                                                                |         |
| (0010) 7 feet high                                                             | Each    |
| (0020) 8 feet high                                                             | Each    |
| (0030) 10 feet high                                                            | Each    |
| For 5 foot wide panels, multiply by 1.05.                                      |         |
| (0040) Ceiling panels, 10 feet long, 2 feet wide                               | Each    |
| (0050) 4 feet wide                                                             | Each    |
| (0060) Panel with service window and shelf                                     | Each    |
| (0070) Swinging doors, 3 feet wide, 7 feet high, 3-foot transom                | Each    |
| 10 22 16.10                                                                    |         |
| Security Gates                                                                 |         |
| (0010) Door gate, scissors type or folding steel gate, single, standard size   | Opening |
| (0020) double gate, standard size                                              | Opening |
| (0030) Window gates, 2 to 4 feet wide, 31 inches high                          | Opening |
| 10 22 23.13                                                                    |         |
| Wall Screens                                                                   |         |
| Divider panels, free standing, fiber core, fabric face straight, various types |         |
| (0010) 3 feet long, 4 feet high                                                | LF      |
| (0020) feet high                                                               | LF      |
| (0030) feet high                                                               | LF      |
| (0040) 6 feet long, 5 feet high                                                | LF      |
| Minimum suggested crew size: one skilled laborer and one unskilled laborer.    |         |

1. The above options provide only a small sample of the myriad of possibilities. They provide a cross
section of average labor times required for demolition.
2. Installation of partitions includes unloading, storing at site, handling into place, and installing
fastening devices, including drilling, plugging, anchoring, and leveling as needed.

| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours                                                      |         |
| per Unit                                                       |         |
| 10 28 13.13                                                    |         |
| Commercial Toilet Accessories                                  |         |
| (0010) Dispenser unit, towel dispenser and waste receptacle    | Each    |
| (0020) Grab bar, straight, various sizes                       | Each    |
| (0030) Hand dryer, surface mounted, electric, 115 volt, 20 amp | Each    |
| (0040) Mirror, with 5-inch shelf, 18 by 24 inches              | Each    |
| (0050) Soap dispenser, surface mounted                         | Each    |
| (0060) Towel dispenser, surface mounted                        | Each    |
| Minimum suggested crew size: one skilled laborer.              |         |

Note: Installation of toilet accessories includes unloading, storing at site, handling into place, and installing fastening devices, including drilling, plugging, anchoring, and leveling as needed.

| Work Element Description                                                         | Unit    |
|----------------------------------------------------------------------------------|---------|
| Man-hours                                                                        |         |
| per Unit                                                                         |         |
| 10 44 16.13                                                                      |         |
| Portable Fire Extinguishers                                                      |         |
| (9400) Portable fire extinguisher, surface mount all types and sizes, nailable   | Each    |
| (9420) Portable fire extinguisher, surface mount all types and sizes, on masonry | Each    |
| Minimum suggested crew size: one builder.                                        |         |
| Work Element Description                                                        | Unit        |
|---------------------------------------------------------------------------------|-------------|
| Man-hours                                                                       |             |
| per Unit                                                                        |             |
| 10 51 13.10                                                                     |             |
| Lockers, steel                                                                  |             |
| Each                                                                            | 1.3300      |
| 72 inches                                                                       |             |
| (0020) Double tier box locker, 12 by 15 by 36 inches                            | Each        |
| (0030) Five-tier box lockers, minimum                                           | Opening     |
| (0040) maximum                                                                  | Opening     |
| (0050) Wire meshed wardrobe, floor mounted, open front varsity type             | Each        |
| (0060) Rack with 24 wire mesh baskets                                           | SE          |
| 10 56 13.10                                                                     |             |
| Shelving                                                                        |             |
| (0010) Metal, industrial, cross-braced, 3 feet wide by 12 inches deep           | SF of shelf |
| (0020) 3 feet wide 24 inches deep                                               | SF of shelf |
| (0030) 4 feet wide 12 inches deep                                               | SF of shelf |
| (0040) 4 feet wide 24 inches deep                                               | SF of shelf |
| SF of shelf                                                                     | 0.0480      |
| (0050) Pallet racks, steel frame 5,000 pound capacity, 8 feet long by 36 inches |             |
| deep                                                                            |             |
| (0060) 42 or 48 inches deep                                                     | SF of shelf |
| 10 56 13.20                                                                     |             |
| Parts Bins                                                                      |             |
| Metal 6 feet 3 inches high, 3 feet wide                                         |             |
| Each                                                                            | 2.1280      |
| standard                                                                        |             |
| (0020) and other various sizes, maximum                                         | Each        |
| Minimum suggested crew size: one skilled laborer and one unskilled laborer.     |             |

1. The above options provide only a small sample of the myriad of possibilities. They provide a cross
section of average labor times required for demolition.
2. Installation of storage items includes unloading, storing at site, handling into place, installing fastening
devices, including drilling, plugging, anchoring, and leveling as needed.

| Work Element Description                                           | Unit    |
|--------------------------------------------------------------------|---------|
| Man-hours per                                                      |         |
| Unit                                                               |         |
|                                                                    |         |
| 10 75 16.10                                                        |         |
| Flagpoles                                                          |         |
| Ground set, not including base or foundation, various types, labor |         |
| determined by height,                                              |         |
| (0010) 20 feet high, minimum                                       | Each    |
| (0020) 40 feet high                                                | Each    |
| (0030) 70 feet high, maximum                                       | Each    |
| Foundations for flagpoles, including excavation and concrete,      |         |
| (0040) to 35 feet high                                             | Each    |
| (0050) 36 to 50 feet high                                          | Each    |
| (0060) over 50 feet high                                           | Each    |
|                                                                    |         |
| Flagpoles, Wall Mounted                                            |         |
| Structure-mounted fiberglass or aluminum, vertical wall set,       |         |
| (0010) 19 feet 8 inches long, minimum                              | Each    |
| (0020) 29 feet 6 inches long, maximum                              | Each    |
| Minimum suggested crew size: one builder and one laborer.          |         |

Note: Installation of specialties includes unloading, storing at site, handling into place, and installing

fastening devices, including drilling, plugging, anchoring, and leveling as needed.
|                                                                |      |   11 11 26.00  |
|----------------------------------------------------------------|------|----------------|
| Vehicle Washing Equipment                                      |      |                |
| (0010) Washrack equipment                                      | Each |             16 |
| Minimum suggested crew size: one utilitiesman and one laborer. |      |                |
| Work Element Description                                                                                   | Unit    |
|------------------------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                                              |         |
| Unit                                                                                                       |         |
|                                                                                                            |         |
| Residential Laundry Appliances                                                                             |         |
| (0010) Washers residential, 4-cycle average                                                                | Each    |
| (0020) Dryers, gas fired, residential, 16 pound capacity, average                                          | Each    |
| (0030) Electric, front loading                                                                             | Each    |
| (0040) Vent kits for dryers                                                                                | Each    |
| Minimum suggested crew size: one utilitiesman and one laborer.                                             |         |
| Note: Installation of specialties includes unloading, storing at site, handling into place, and installing |         |
| fastening devices, including drilling, plugging, anchoring, and leveling as needed.                        |         |
| Work Element Description                                                 | Unit    |
|--------------------------------------------------------------------------|---------|
| Man-hours                                                                |         |
| per Unit                                                                 |         |
| 12 32 23.10                                                              |         |
| Manufactured Wood Casework, Stock Units                                  |         |
| (0010) Built-in drawer units, 18 inches deep, 32 inches high, minimum    | LF      |
| (0020) maximum                                                           | LF      |
| (0030) Kitchen base cabinets, not including counter tops                 |         |
| various sizes, average                                                   | Each    |
| (0040) Range or sink base, two doors below, 30 inches wide               | Each    |
| (0050) Kitchen wall cabinets, hardwood, 12 inches deep with two doors    | Each    |
| Rule of thumb, kitchen cabinets not including appliances and counter top |         |
| (0060) minimum                                                           | LF      |
| (0070) maximum                                                           | LF      |
| 12 36 61.16                                                              |         |
| Solid Surface Countertops                                                |         |
| (0010) Various materiels and sizes, average                              | LF      |
| Minimum suggested crew size: two builders.                               |         |

Note: Installation of casework units includes unloading, storing at site, handling into place, and installing fastening devices, including drilling, plugging, anchoring, and leveling as needed.

| Work Element Description                   | Unit    |
|--------------------------------------------|---------|
| Man-hours                                  |         |
| per Unit                                   |         |
| 12 54 16.00                                |         |
| Restaurant Furniture                       |         |
| (0010) Folding chair setup                 | Each    |
| (0020) Folding table setup                 | Each    |
| 12 59 16.00                                |         |
| Office Furniture                           |         |
| (0010) Desk assembly and setup             | LF      |
| Minimum suggested crew size: two laborers. |         |



INTENTIONALLY BLANK

## Chapter 5 Annex L Division 13 Special Construction 5.L.1 Introduction

Division 13, special construction, includes tension fabric structures, pre-engineered steel buildings, fabricated steel buildings, steel towers, and antennas. These facilities (also known as pre-engineered structures) are some of the more common structures built by military engineers. There are many other special construction items not discussed here. Refer to manufacturers' data or commercial publications (e.g., RSMeans Company) for further information on these items.

Pre-engineered structures are commercially designed structures and fabricated to be erected in the shortest possible time. Each pre-engineered structure is shipped as a complete building kit, including all the necessary materiels and instructions to erect it. Various types of pre-engineered structures are available from numerous manufacturers. Normal takeoff procedures do not apply. Review plans and specifications to ensure interfaces, excavations, foundations, and electrical connections are accounted for. Make sure responsibility for unloading upon delivery of the facility assemblies is tasked and weight handling equipment is scheduled. Estimators must also note if a specific fabrication machine and operator training are required.

| Work Element Description                | Unit    |
|-----------------------------------------|---------|
| Man-hours per                           |         |
| Unit                                    |         |
|                                         |         |
| Weapons Clearing Facility               |         |
| (0010) Install weapons clearing barrel. | Each    |


| Work Element Description                                                                       | Unit     |
|------------------------------------------------------------------------------------------------|----------|
| Man-hours per                                                                                  |          |
| Unit                                                                                           |          |
|                                                                                                |          |
| Tension Fabric Structures                                                                      |          |
| Fabric shell, 60-foot-clear span, not including foundation or floors                           |          |
| (0010) 6,000 SF                                                                                | SF Floor |
| (0020) 12,000 SF                                                                               | SF Floor |
| Fabric shell, 80-foot-clear span, not including foundation or floors                           |          |
| (0030) 20,800 SF                                                                               | SF Floor |
| Minimum suggested crew size:                                                                   |          |
| Structure installation: one steelworker (crew leader), four laborers, two equipment operators. |          |
| Roll-up door (minimum)                                                                         |          |
| (0040) 12 by 14 feet                                                                           | Each     |
| Minimum suggested crew size: Roll-up door: two builders.                                       |          |

1. These estimates are for frame and shell only. 2. Duckbill anchors furnished with basic tension fabric structures are for unpaved surfaces only. 3. For asphalt and concrete surfaces, use expansion-type anchors. 4. Refer to other divisions for estimates on footings, utilities, and other components of work. 5. Refer to manufacturers' specifications and installation instructions.

| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
| 13 31 33.00                                                             |         |
| Framed Fabric Structures                                                |         |
|                                                                         |         |
| (0010) MGPTS, Small, 18 by 18 feet, erect and strike                    | Each    |
| (0020) MGPTS, Medium, 18 by 36 feet, erect and strike                   | Each    |
| (0030) MGPTS, Large, 18 by 54 feet, erect                               | Each    |
| (0035) MGPTS, Large, 18 by 54 feet, strike                              | Each    |
| (0100) TEMPER, Small, 20 by 16 feet, erect                              | Each    |
| (0110) TEMPER, Medium, 20 by 32 feet, erect                             | Each    |
| (0120) TEMPER, Large, 20 by 48 feet, erect                              | Each    |
| (0150) ALASKA, United States Air Force (USAF), Small, 20 by 33 feet,    |         |
| erect and strike                                                        |         |
| Each                                                                    | 2.0000  |
| (0160) ALASKA, AMEDD, Small, 20 by 20 feet, erect                       | Each    |
| (0170) ALASKA, AMEDD, Medium, 20 by 65 feet, erect                      | Each    |
| (0200) Airbeam TEMPER, Medium, 20 by 32 feet, erect                     | Each    |
| (0210) Expeditionary Shelter System, USMC, Medium, 18 by 25 feet, erect | Each    |

Legend: AMEDD = Army Medical Department MGPTS = Modular general purpose tent system TEMPER = tent, expendable modular personnel

| Work Element Description                                                      | Unit    |
|-------------------------------------------------------------------------------|---------|
| Man-hours per                                                                 |         |
| Unit                                                                          |         |
| 13 31 33.00                                                                   |         |
| Framed Fabric Structures (Continued)                                          |         |
|                                                                               |         |
| (0250) Airbeam TEMPER, medium, 20 by 32 feet, erect, USN                      | Each    |
| (0255) Install interior 20 by 32 tent furnishings, F/12 PAX (people), USN     | Each    |
| (0260) Airbeam shelter facility support, USN                                  | Each    |
| (0300) Lightweight maintenance enclosure, USA, 25 by 32 feet, erect           | Each    |
| (0310) Large area maintenance shelter (LAMS), USA, 75 by 190 feet             | Each    |
| (0320) LAMS, USA, 65 by 122 feet, erect                                       | Each    |
| (0400) Medium shelter, command post, USAF, 30 by 33 feet, erect               | Each    |
| (0410) Medium shelter, maintenance, USAF, 30 by 52 feet, erect                | Each    |
| (0420) Dome shelter, USAF, 70 by 121 feet, 2 big mouth ends, erect            | Each    |
| (0430) Dome shelter, USAF, 70 by 116 feet, 2 gable ends, erect                | Each    |
| (0440) Dome shelter, USAF, 70 by 89 feet, 1 gable end, 1 big mouth end, erect | Each    |
| (0450) Dome shelter, USAF, 70 by 135 feet, 2 big mouth ends, erect            | Each    |
| (0460) LAMS, USA, 65 by 185 feet, Erect                                       | Each    |
| (0490) Dome shelter, USAF, strike and repack                                  | Each    |
| (0510) Erect BaseX 305 tent, USN, 18 x 25 feet with ECU                       | Each    |
| (0515) Install interior 18 x 25 tent furnishings, USN                         | Each    |
| (0520) Erect BaseX dome tent, USN, 31 x 37 feet with ECU                      | Each    |
| (0525) Install interior dome tent furnishings, USN                            | Each    |
| (0530) Erect BaseX 307 tent, USN, 18 x 35 feet with ECU                       | Each    |
| (0535) Install interior 18 x 35 tent furnishings                              | Each    |
| (0540) Erect BaseX 103 tent, USN, 9-1/2 x 15 feet with ECU                    | Each    |
| (0545) Install interior 9-1/2 x 15 tent furnishings                           | Each    |
| (0600) ASC, Type I, 35 by 35 feet, erect                                      | Each    |
| (0610) ASC, Type II, 50 by 50 feet, erect                                     | Each    |
| (0700) Camouflage net system, radar scattering, one system, complete, erect   |         |
| and strike                                                                    |         |
| Each                                                                          | 1.5000  |
| (0710) Camouflage net system, radar scattering, two systems, complete, erect  |         |
| and strike                                                                    |         |
| Each                                                                          | 2.5000  |
| (0720) Camouflage net system, radar scattering, three systems, complete,      |         |
| erect and strike                                                              |         |
| Each                                                                          | 3.5000  |
| (0730) Camouflage net system, radar scattering, four systems, complete, erect |         |
| and strike                                                                    |         |
| Each                                                                          | 4.5000  |

Minimum suggested crew size varies in accordance with the facility being erected.

Legend: ASC = advanced solar cover ECU = environmental control unit

| Work Element Description                                                  | Unit    |
|---------------------------------------------------------------------------|---------|
| Man-hours per                                                             |         |
| Unit                                                                      |         |
|                                                                           |         |
| Steel Towers                                                              |         |
| (0010) Standard heights                                                   | Each    |
|                                                                           |         |
| Antenna, Radio Tower                                                      |         |
| (0010) Guyed, 50 feet high, 40 pound section, wind load 70 miles per hour | Each    |
| (0020) Self-supporting, 60 feet high, wind load 70 miles per hour         | Each    |
| Minimum suggested crew size: two steelworkers, one equipment operator.    |         |
| Work Element Description                                   | Unit     |
|------------------------------------------------------------|----------|
| Man-hours per                                              |          |
| Unit                                                       |          |
|                                                            |          |
| Pre-engineered Steel Buildings                             |          |
| Clear span rigid frame, 26-gauge roofing and siding        |          |
| 20-foot width                                              |          |
| (0010) 10-foot-eave height                                 | SF Floor |
| (0020) 14-foot-eave height                                 | SF Floor |
| 30- to 40-foot width                                       |          |
| (0030) 10-foot-eave height                                 | SF Floor |
| (0040) 14-foot-eave height                                 | SF Floor |
| 50- to 100-foot width                                      |          |
| (0050) 10-foot-eave height                                 | SF Floor |
| (0060) 14-foot-eave height                                 | SF Floor |
| Clear span tapered beam frame, 26-gauge roofing and siding | SF Floor |
| 30-foot width                                              |          |
| (0070) 10-foot-eave height                                 |          |
| (0080) 14-foot-eave height                                 | SF Floor |
| 40-foot width                                              | SF Floor |
| (0090) 10-foot-eave height                                 |          |
| (0100) 14-foot-eave height                                 | SF Floor |
| 50- to 80-foot width                                       | SF Floor |
| (0110) 10-foot-eave height                                 |          |
| (0120) 14-foot-eave height                                 | SF Floor |

Minimum suggested crew size: one steelworker (crew leader), four laborers, and two equipment operators. Notes:

1. These estimates are for frame and shell only. Windows, doors, skylights, vents, gutters, and
downspouts are not included.
2. Refer to manufacturers' specifications and installation instructions. 3. Standard bay length is 20 feet. To get square feet of floor, multiply width by length. Length is the
number of bays. The true building length is equal to the number of 20-foot bays plus 6 inches; each
end bay is 20 feet 3 inches.

| Work Element Description                                      | Unit    |
|---------------------------------------------------------------|---------|
| Man-hours per                                                 |         |
| Unit                                                          |         |
| Shelter, aluminum frame                                       |         |
| (0200) 3 feet by 9 feet by 8 feet high                        | Each    |
| (0210) 3 feet by 12 feet by 8 feet high                       | Each    |
| Minimum suggested crew size: one builder and one steelworker. |         |

1. These estimates are for frame and shell only. Windows, doors, skylights, vents, gutters, and
downspouts are not included.
2. Refer to manufacturers' specifications and installation instructions.

| Work Element Description                                                    | Unit    |
|-----------------------------------------------------------------------------|---------|
| Man-hours                                                                   |         |
| per Unit                                                                    |         |
|                                                                             |         |
| Fabricated Structures (Fabrication)                                         |         |
|                                                                             |         |
| raising the arch to above the sidewalls.) Typical ultimate building machine |         |
| type. Unlimited length                                                      |         |
| (0010) 14-foot width                                                        | SF      |
| (0020) 30-foot width                                                        | SF      |
| (0030) 14 foot width, end wall                                              | SF      |
| (0035) 30 foot width, end wall                                              | SF      |
| A-Model (high-pitched roof) unlimited length                                |         |
| (0040) 20 foot width, high pitched roof                                     | SF      |
| (0045) 40 foot width, high pitched roof                                     | SF      |
| (0050) 20 foot width, end wall, high pitched roof                           | SF      |
| (0055) 40 foot width, end wall, high pitched roof                           | SF      |
| S-Model (high, straight sidewalls and curved arch roof) unlimited length    |         |
| (0060) 20-foot width                                                        | SF      |
| (0065) 40-foot width                                                        | SF      |
| (0070) 20-foot width, end wall                                              | SF      |
| (0075) 40-foot width, end wall                                              | SF      |
| Q-Model (Maximize usable interior space with no poles or beams), typical    |         |
| K-Span, arch style otherwise known as Quonset hut, unlimited length         |         |
|                                                                             |         |
| (0080) 50-foot width                                                        | SF      |
| (0085) 100-foot width                                                       | SF      |
| Work Element Description                                                                                | Unit    |
|---------------------------------------------------------------------------------------------------------|---------|
| Man-hours                                                                                               |         |
| per Unit                                                                                                |         |
| (0090) 50 foot width, end wall                                                                          | SF      |
| (0095) 100 foot width, end wall                                                                         | SF      |
| Minimum suggested crew size: one steelworker (crew leader), four laborers, and two equipment operators. |         |

Notes:

1. These estimates are for frame and shell only. Windows, doors, skylights, vents, gutters, and
downspouts are not included.
2. Refer to manufacturers' specifications and installation instructions. 3. Refer to other divisions for estimates on footings, utilities, and other components of work.

| Work Element Description                                                 | Unit    |
|--------------------------------------------------------------------------|---------|
| Man-hours                                                                |         |
| per Unit                                                                 |         |
|                                                                          |         |
| Fabricated Structures (Seaming)                                          |         |
|                                                                          |         |
| by raising the arch to above the sidewalls.) Typical ultimate building   |         |
| machine type. Unlimited length.                                          |         |
| (0210) 14-foot width                                                     | SF      |
| (0220) 30-foot width                                                     | SF      |
| (0230) 14 foot width, end wall                                           | SF      |
| (0235) 30 foot width, end wall                                           | SF      |
| A-Model (high-pitched roof) unlimited length                             |         |
| (0240) 20 foot width, high pitched roof                                  | SF      |
| (0245) 40 foot width, high pitched roof                                  | SF      |
| (0250) 20 foot width, end wall, high pitched roof                        | SF      |
| (0255) 40 foot width, end wall, high pitched roof                        | SF      |
| S-Model (high, straight sidewalls and curved arch roof) unlimited length |         |
| (0260) 20-foot width                                                     | SF      |
| (0265) 40-foot width                                                     | SF      |
| (0270) 20-foot width, end wall                                           | SF      |
| (0275) 40-foot width, end wall                                           | SF      |
|                                                                          |         |
| typical K-Span, arch style otherwise known as Quonset hut, unlimited     |         |
| length                                                                   |         |
| (0280) 50-foot width                                                     | SF      |
| (0285) 100-foot width                                                    | SF      |
| Work Element Description                                                                                | Unit    |
|---------------------------------------------------------------------------------------------------------|---------|
| Man-hours                                                                                               |         |
| per Unit                                                                                                |         |
| (0290) 50 foot width, end wall                                                                          | SF      |
| (0295) 100 foot width, end wall                                                                         | SF      |
| Minimum suggested crew size: one steelworker (crew leader), four laborers, and two equipment operators. |         |

Notes:

1. These estimates are for frame and shell only. Windows, doors, skylights, vents, gutters, and
downspouts are not included.
2. Refer to manufacturers' specifications and installation instructions. 3. Refer to other divisions for estimates on footings, utilities, and other components of work.

| Work Element Description    | Unit    |
|-----------------------------|---------|
| Man-hours                   |         |
| per Unit                    |         |
|                             |         |

## 13 34 23.05 Fabricated Structures (Erecting)

|                                                                          |     | P-Model (Straight sidewalls and arched roof. Optimizes useable space    |
|--------------------------------------------------------------------------|-----|-------------------------------------------------------------------------|
| by raising the arch to above the sidewalls.) Typical Ultimate Building   |     |                                                                         |
| Machine type. Unlimited length                                           |     |                                                                         |
| (0410) 14-foot width                                                     | SF  | 0.0139                                                                  |
| (0420) 30-foot width                                                     | SF  | 0.0104                                                                  |
| (0430) 14 foot width, end wall                                           | SF  | 0.0207                                                                  |
| (0435) 30 foot width, end wall                                           | SF  | 0.0151                                                                  |
| A-Model (high-pitched roof) unlimited length                             |     |                                                                         |
| (0440) 20 foot width, high pitched roof                                  | SF  | 0.0139                                                                  |
| (0445) 40 foot width, high pitched roof                                  | SF  | 0.0104                                                                  |
| (0450) 20 foot width, end wall, high pitched roof                        | SF  | 0.0207                                                                  |
| (0455) 40 foot width, end wall, high pitched roof                        | SF  | 0.0151                                                                  |
| S-Model (high, straight sidewalls and curved arch roof) unlimited length |     |                                                                         |
| (0460) 20-foot width                                                     | SF  | 0.0139                                                                  |
| (0465) 40-foot width                                                     | SF  | 0.0104                                                                  |
| (0470) 20-foot width, end wall                                           | SF  | 0.0207                                                                  |
| (0475) 40-foot width, end wall                                           | SF  | 0.0151                                                                  |
|                                                                          |     |                                                                         |
| Q-Model (Maximize usable interior space with no poles or beams),         |     |                                                                         |
| typical K-Span, arch style otherwise known as Quonset hut, unlimited     |     |                                                                         |
| length                                                                   |     |                                                                         |
| (0480) 50-foot width                                                     | SF  | 0.0108                                                                  |
| (0485) 100-foot width                                                    | SF  | 0.0063                                                                  |
| Work Element Description        | Unit    |
|---------------------------------|---------|
| Man-hours                       |         |
| per Unit                        |         |
| (0490) 50 foot width, end wall  | SF      |
| (0495) 100 foot width, end wall | SF      |

Minimum suggested crew size: one steelworker (crew leader), four laborers, and two equipment operators. Notes:

1. These estimates are for frame and shell only. Windows, doors, skylights, vents, gutters, and
downspouts are not included.
2. Refer to manufacturers' specifications and installation instructions. 3. Refer to other divisions for estimates on footings, utilities, and other components of work.

| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
|                                                                         |         |
| Portable and Mobile Buildings                                           |         |
| (0010) Containerized housing unit, ISO 20 feet x 8 feet                 | Each    |
| (0050) Containerized housing unit, collapsible, ISO 20 feet x 8 feet    | Each    |
| (0060) Containerized housing unit, expandable, ISO 20 feet x 8 feet     | Each    |
| (0100) Containerized storage, ISO 20 feet x 8 feet                      | Each    |
| (0110) Containerized storage, ISO 40 feet x 8 feet                      | Each    |
| (0140) Containerized storage, refrigerated, self-contained, ISO Type 5  |         |
| Tricon                                                                  |         |
| Each                                                                    | 0.5000  |
| (0150) Containerized storage, refrigerated, self-contained, ISO         |         |
| 20 feet x 8 feet                                                        |         |
| Each                                                                    | 0.5000  |
| (0160) Containerized storage, refrigerated, self-contained, ISO         |         |
| 40 feet x 8 feet                                                        |         |
| Each                                                                    | 0.6000  |
| (0170) Containerized storage, refrigerated, externally powered, ISO     |         |
| 20 feet x 8 feet                                                        |         |
| Each                                                                    | 1.0000  |
| (0180) Containerized storage, refrigerated, externally powered, ISO     |         |
| 40 feet x 8 feet                                                        |         |
| Each                                                                    | 1.1000  |
| (0200) Containerized kitchen, ISO 20 feet x 8 feet                      | Each    |
| (0210) Mobile kitchen trailer                                           | Each    |
| (0220) Expeditionary kitchen system, ISO Type 5 Tricon                  | Each    |
| (0230) Food sanitation center                                           | Each    |
| (0310) Expeditionary latrine system, ISO Type 5 Tricon                  | Each    |
| (0315) Expeditionary 4 Head Green (FP) latrine system                   | Each    |
| (0320) Expeditionary shower system, ISO Type 5 Tricon                   | Each    |
| (0325) Shower system expeditionary Tricon 4-Head Green (force provider) | Each    |

Legend: ISO = International Organization for Standardization

| Work Element Description                                     | Unit    |
|--------------------------------------------------------------|---------|
| Man-hours per                                                |         |
| Unit                                                         |         |
| (0330) Expeditionary batch laundry system, ISO Type 5 Tricon | Each    |
| (0340) Expeditionary batch laundry system, ISO Tricon, USN   | Each    |
| (0400) Guard tower, modular protective system, assembly      | Each    |

Minimum suggested crew size: Crew sizes vary in accordance with the facility being installed. Ensure enough personnel for the safe handling and movement of containers. Recommend builders, electricians, equipment operators and up to five laborers as needed.



INTENTIONALLY BLANK

## Chapter 5 Annex M Division 21 Fire Suppression 5.M.1 Introduction

Division 21, fire suppression, includes the instrumentation, control, operation, maintenance, and commissioning of fire protection systems, including sprinkler and standpipe systems.

To perform this type of work, military engineers must be specifically trained and certified. Much of the work involving instrumentation and controls is performed by specialists; however, piping for fire protection systems is within the capability of military engineers. Piping for fire protection is covered in Division 22 11 13. Ensure alignment between specifications and drawings. Always cross check work with local building codes, fire codes, and standards. Review the Division 21 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable.

Man-hours per Unit
Work Element Description
Unit
4-inch Pipe
6-inch Pipe
8-inch Pipe


21 12 10.00 Fire Suppression Standpipe System Black steel pipe
LF
(0010) 0.5750
(0020) 0.8870
(0030) 1.1010
Pipe tee
Each
(0040) 5.3200
(0050) 7.9800
(0060) 10.6400
Pipe elbow
Each
(0070) 3.5470
(0080) 4.5610
(0090) 5.3200
Pipe nipple, 2 1/2 inches
Each
(0100) 1.3300
(0110) 1.3300
(0120) 1.3300
Hose valve, 2 1/2 inches
Each
(0130) 1.5160
(0140) 1.5160
(0150) 1.5160
Pressure restricting valve, 2 1/2 inches
Each
(0160) 1.5160
(0170) 1.5160
(0180) 1.5160
Check valve with ball drip
Each
(0190) 7.0930
(0200) 10.6400
(0210) 14.1870
Siamese inlet
Each
(0220) 4.2560
(0230) 4.6260
(0240) 4.6260
Roof manifold with valves
Each
(0250) 4.4330
(0260) 4.6260
(0270) 4.6260


21 12 13.00 Fire Suppression Standpipe System
(0010) Fire Hose
LF
0.0070

Note: Refer to Division 22 11 13 for further information on facility water distribution piping.

| Work Element Description                                                      | Unit    |
|-------------------------------------------------------------------------------|---------|
| Man-hours per                                                                 |         |
| Unit                                                                          |         |
|                                                                               |         |
| Dry-pipe Sprinkler System Components                                          |         |
| (0010) Alarm valve, 2 1/2-inch diameter                                       | Each    |
| (0020) Alarm, water, motor, with gong                                         | Each    |
| (0030) Fire alarm horn, electric                                              | Each    |
| (0040) Air compressor, automatic, 200 gallon, sprinkler system 1/3 horsepower | Each    |
| (0050) Deluge system monitoring panel, 120 volt                               | Each    |
| (0060) Firecycle controls, with panel, batteries, valves, and switches        | Each    |
| (0070) Firecycle package, check and flow control valves, trim 4-inch diameter | Each    |
| (0080) Heat detector                                                          | Each    |
| (0090) Thermostatic release                                                   | Each    |
| Pipe, black steel, threaded, schedule 40                                      |         |
| (0100) 4-inch diameter                                                        | LF      |
| (0110) 2 1/2-inch diameter                                                    | LF      |
| (0120) 2-inch diameter                                                        | LF      |
| (0130) 1 1/4-inch diameter                                                    | LF      |
| (0140) 1-inch diameter                                                        | LF      |
| Pipe, tee, 150 pound, black malleable                                         |         |
| (0150) 4-inch diameter                                                        | Each    |
| (0160) 2 1/2-inch diameter                                                    | Each    |
| (0170) 2-inch diameter                                                        | Each    |
| (0180) 1 1/4-inch diameter                                                    | Each    |
| (0190) 1-inch diameter                                                        | Each    |
| (0200) Pipe, elbow, 150 pound, black malleable, 1-inch diameter               | Each    |
| (0210) Sprinkler head, 135 to 286 degrees, 1/2-inch diameter                  | Each    |
| (0220) Sprinkler head, dry pendent, 1-inch diameter                           | Each    |
| (0230) Valve, angle, bronze, thread end, 2-inch diameter                      | Each    |
| (0240) Valve gate, bronze, thread end, 1-inch diameter                        | Each    |
| (0250) Valve, gate, iron body, flanged, 125 pound, 4-inch diameter            | Each    |
| (0260) Valve, swing check, with ball drip, flanged, 4-inch diameter           | Each    |
| (0270) Valve, swing check, bronze, thread end, 2 1/2-inch diameter            | Each    |
| (0280) Valve, dry pipe, with trim and gauges, 4-inch diameter                 | Each    |
| (0290) Valve, deluge, with trim and gauges, 4-inch diameter                   | Each    |

Note: Refer to Division 22 11 13 for further information on facility water distribution piping.

| Work Element Description                         | Unit    | Man-hours per Unit    |
|--------------------------------------------------|---------|-----------------------|
|                                                  |         | 21 22 16.50           |
| FM200 Fire Extinguishing System                  |         |                       |
| (0010) Alarm, audio                              | Each    | 1.5880                |
| (0020) Control panel, single zone                | Each    | 10.6400               |
| (0030) Control panel, multizone, four each       | Each    | 21.2800               |
| (0040) Discharge nozzle                          | Each    | 0.7580                |
| (0050) Electro/mechanical release                | Each    | 5.3200                |
| FM200 system, filled, including mounting bracket |         |                       |
| (0060) 26 pound cylinder                         | Each    | 2.6600                |
| (0070) 44 pound cylinder                         | Each    | 3.0400                |
| (0080) 63 pound cylinder                         | Each    | 3.5470                |
| (0090) 101 pound cylinder                        | Each    | 4.2560                |
| (0100) 196 pound cylinder                        | Each    | 5.3200                |
| (0110) Heat detector                             | Each    | 1.3300                |
| (0120) Manual pull station                       | Each    | 1.7730                |
| (0130) Pneumatic damper release                  | Each    | 1.3300                |
| (0140) Smoke detector                            | Each    | 1.7160                |
| 0150) Standby power, battery                     | Each    | 3.7370                |
| Minimum suggested crew size: two utilitiesmen.   |         |                       |

Note: Refer to Division 22 11 13 for further information on facility water distribution piping.

| Work Element Description                                      | Unit    |
|---------------------------------------------------------------|---------|
| Man-hours per                                                 |         |
| Unit                                                          |         |
| 21 31 13.50                                                   |         |
| Electric-Drive Fire Pumps                                     |         |
| Including controller, fittings, and relief valve              |         |
| (0010) 2-inch pump, 250 gallons per minute, 15 horsepower     | Each    |
| (0020) 4-inch pump, 500 gallons per minute, 27 horsepower     | Each    |
| (0030) 5-inch pump, 750 gallons per minute, 44 horsepower     | Each    |
| (0040) 4-inch pump, 750 gallons per minute, 66 horsepower     | Each    |
|                                                               |         |
| Diesel-Drive Fire Pumps                                       |         |
| Including controller, fittings, and relief valve              |         |
| (0010) 4-inch pump, 500 gallons per minute, 27 horsepower     | Each    |
| (0020) 5-inch pump, 750 gallons per minute, 44 horsepower     | Each    |
| (0030) 4-inch pump, 1,000 gallons per minute, 89 horsepower   | Each    |
| (0040) 6-inch pump, 2,000 gallons per minute, 167 horsepower  | Each    |
| (0050) 10-inch pump, 3,500 gallons per minute, 300 horsepower | Each    |

Minimum suggested crew size: three utilitiesmen and one laborer. Note: Refer to Division 09 22 26.13 for carrier channels for ceiling suspension systems.

INTENTIONALLY BLANK

## Chapter 5 Annex N Division 22 Plumbing 5.N.1 Introduction

Division 22, plumbing, includes piping and fixtures for potable water, domestic hot water, storm and sanitary waste, and interior gas piping systems. This division covers basic pipe and related materiels. These may be used by other divisions (i.e., fire suppression, HVAC, and utilities).

Plumbing work is shown by fixtures on drawings, riser diagrams, and schedules. Many details are not shown and are left to the estimator to include on the estimate based on personal knowledge and experience. Review the Division 22 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Adjust labor hours using the following suggestions for various circumstances:

1. Adjust labor for elevated installation:
a. 10 to 15 feet high, multiply by 2.00 b. 15 to 20 feet high, multiply by 2.5 c. 20 to 25 feet high, multiply by 3.00
2. Adjust labor for crawl space:
a. 3 feet high, multiply by 2.00 b. 4 feet high, multiply by 1.50
3. Adjust labor for the following miscellaneous situations:
a. For cramped shaft, multiply by 1.50 b. For congested area, multiply by 1.50 c. For excessive heat or cold, multiply by 2.00.
Figures 5-N-1 through 5-N-11 present data and guidelines for estimating items found in Division 22. Figures do not include provision for loading and hauling equipment and materiels to the project location.

Man-hours per Unit
Work Element Description
Unit
Pipe Diameter in Inches
1/81/2
3/4
1
1 1/4
1 1/2
2
2 1/2
3


22 05 23.10 Valves, Brass

(0010)
(0020)
(0030)
(0040)


Gas cocks, threaded
Each
0.4430
0.4840
0.5600
0.7090


22 05 23.20


Valves, Bronze

(0010)
(0020)
(0030)
(0040)
(0050)
(0060)
(0070)
(0080)
Each
0.4430
0.5320
0.5600
0.7090
0.8180
0.9670
1.4200 1.6370
Average time for the following valves:
Angle


Ball


Check, swing


Gate


Globe


(0090)
0.3800
(0100)
0.4430
(0110)
0.5320
(0120)
0.5900
(0130)
0.6650
Relief, pressure and temperature
Each

(0140)
0.7090

Reducing
Each
(0150)
0.4430
(0160)
0.5320
(0170)
0.5600
(0180)
0.7090
(0190)
0.8180


(0200) 1.3300
Mixing
Each
22 05 23.60


Valves, Plastic


Average time for the following valves:


Angle, PVC,
Each
(0010)
0.4100
(0020)
0.4260
(0030)
0.4630


Ball, PVC or chlorinated polyvinyl chloride (plastic) (CPVC),
Each
(0040)
0.4100
(0050)
0.4260
(0060)
0.4630
(0070)
0.5070
(0080)
0.5320
(0090)
0.6260
for PVC or CPVC, flanged, multiply by 1.15


Foot valve, PVC
Each
(0100)
0.3130
(0110)
0.3320
(0120)
0.3800
(0130)
0.3940
(0140)
0.4100


Y sediment strainer, PVC
Each
(0150)
0.4100
(0160)
0.4430
(0170)
0.4630
(0180)
0.5070
(0190)
0.5320

Minimum suggested crew size: one utilitiesman and one laborer.

1. The installation of valves and fittings includes unloading, placing, caulking and leading, welding, and bolting
flanges. It also includes installing gaskets, packing, hand wheels, and trim.
2. PVC solvent will not work with CPVC piping. Each materiel must have its own solvent cement.
3. Types of plastic pipe:
a. PVC. Used with water, gas, and drainage systems, but not with hot water systems
b. CPVC. Similar to PVC, but designed for piping water up to 180 degrees Fahrenheit.

| Work Element Description                                                         | Unit    |
|----------------------------------------------------------------------------------|---------|
| Man-hours                                                                        |         |
| per Unit                                                                         |         |
|                                                                                  |         |
| Fiberglass, with all-service jacket                                              |         |
| 1-inch wall,                                                                     |         |
| (0010) 1/2-inch-iron pipe size                                                   | LF      |
| (0020) 1-inch-iron-pipe size                                                     | LF      |
| (0030) 2-inch-iron-pipe size                                                     | LF      |
| (0040) 3-inch-iron-pipe size                                                     | LF      |
| (0050) 4-inch-iron-pipe size                                                     | LF      |
| 2-inch wall,                                                                     |         |
| (0060) 1/2-inch-iron pipe                                                        | LF      |
| (0070) 6-inch-iron-pipe size                                                     | LF      |
| (0080) 8-inch-iron-pipe                                                          | LF      |
| (0090) 10-inch-iron-pipe size                                                    | LF      |
| (0100) 12-inch-iron-pipe size                                                    | LF      |
| For fittings, add 3 LF for each fitting plus 4 LF for each flange of the fitting |         |
| Finishes,                                                                        |         |
| (0110) for 0.010-inch or 0.016-inch-aluminum jacket, add                         | SF      |
| (0120) for 0.010-inch stainless steel, add                                       | SF      |
| For single layer of felt or roofing paper, multiply by 1.10.                     |         |
| Rubber tubing, flexible closed cell foam                                         |         |
| 3/8-inch wall,                                                                   |         |
| (0130) 1/4-inch-iron-pipe size                                                   | LF      |
| (0140) 1/2-inch or 3/4-inch-iron-pipe size                                       | LF      |
| (0150) 1-inch or 1 1/2-inch-iron-pipe size                                       | LF      |
| 1/2-inch, 3/4-inch or 1-inch wall                                                |         |
| (0160) 1/4-inch-iron-pipe size (1/2-inch wall only)                              | LF      |
| (0170) 1/2 or 3/4-inch-iron-pipe size                                            | LF      |
| (0180) 1-inch-iron-pipe size                                                     | LF      |
| (0190) 1 1/4-inch-iron-pipe size (1-inch wall only)                              | LF      |
| (0200) 1 1/2-inch-iron-pipe                                                      | LF      |
| (0210) 2-inch-iron-pipe size                                                     | LF      |
| (0220) 2 1/2-inch-iron-pipe size (1-inch wall only)                              | LF      |
| (0230) 3-inch-iron-pipe size (1/2 and 3/4-inch wall only)                        | LF      |

Minimum suggested crew size: two utilitiesmen.

Man-hours per Unit
Work Element
Pipe Diameter in Inches
Description
Unit
up to 1
1 1/4
1 1/2
2
2 1/2
3
3 1/2
4
5
6
8


22 11 13.23 Copper Pipe Type K tubing
LF
(0010)
0.1610
(0020)
0.2660


Type L tubing
LF
(0030)
0.1570
(0040)
0.1840
(0050)
0.2050
(0060)
0.2530
(0070)
0.3430
(0080)
0.3800
(0090)
0.4950
(0100)
0.5450
(0110)
0.6260
(0120)
0.7980
(0130)
0.8870

LF

(0140)
0.1770
(0150)
0.1970
(0160)
0.2420

(0170)
0.3670

(0180)
0.5320
(0190)
0.5900
(0200)
0.7590
Type drain, waste, and vent (DWV) tubing

Minimum suggested crew size: one utilitiesman and one laborer.

1. Used for facility water distribution piping. 2. Use a 1.15 multiplier for silver solder joints (air conditioning and refrigeration only). 3. The installation of copper pipe includes cutting; cleaning and soldering joints; plumbing and grading pipe; and
installing pipe hangers and straps.
4. Types of copper pipe:
a. KA thick-walled, flexible copper tubing. A thicker wall than type L and M. required for underground
installations. Typical uses include water services, plumbing, heating, steam, gas, oil, oxygen, and other applications where thick-walled tubing is required. Can be used with sweat, flared, and compression fittings.
b. LStandard tubing used for interior, above ground plumbing. Uses include heating, air conditioning, steam,
gas, oil, and underground drainage lines. Only sweat and flare fittings are legal for gas lines.
5. DWV. It is recommended for above ground use only and no pressure applications. Sweat fittings only.

Man-hours per Unit
Work Element
Pipe Diameter in Inches
Description
Unit
to 3/4
1
1 1/4
1 1/2
2
2 1/2
3
3 1/2
4


22 11 13.44
Steel Pipe, Threaded

(0010)
(0020)
(0030)
(0040)
(0050)
(0060)
(0070)
(0080)
(0090)
LF
0.1740
0.2010
0.2390
0.2660
0.3320
0.4260
0.4950 0.5320 0.5900

Schedule 40, with couplings, and clevis hanger assemblies sized for covering 10 feet on center Minimum suggested crew size: one utilitiesman and one laborer.

Notes:

1. Used for facility water distribution piping. 2. The installation of galvanized-steel pipe vents and drains includes cutting and threading pipe, making joints and
applying joint compound, plumbing and grading pipe, installing pipe hangers and straps, and installing fittings.

Man-hours per Unit
Work Element
Pipe Diameter in Inches
Description
Unit
1
2
3
4
5
6
8
10
12

22 11 13.44
Steel Pipe, Welded
(0100)
(0110)
(0120)
(0130)
(0140)
(0150)
(0160)
(0170)
(0180)
Schedule 40
LF
0.344
0.524
0.744
0.864
1.000
1.334
1.656
2.000
2.526
Minimum suggested crew size: one utilitiesman, one laborer, and one welder.

1. Used for facility water distribution piping. 2. Estimate includes use of yoke and roll hanger assemblies, sized for covering 10 feet on center. 3. A multiplier of 2.0 was used to convert civilian production rates to military production rates in this figure.
No further adjustment required for military production.
4. Use a 1.60 multiplier for schedule 80 pipe.

Man-hours per Unit
Work Element
Pipe Diameter in Inches
Description
Unit
1
2
4
5
6
8
10
12
14
16
18


22 11 13.48 Steel, Grooved-joint Pipe, Fittings and Valves

(0010)
(0020)
(0030)
(0040)
(0050)
(0060)
(0070)
(0080)
(0090)
(0100)
(0110)
Elbows, reducers
Each
0.16
0.21
0.42
0.60
0.62
0.83
0.96
1.08
1.37
1.58
1.79


(0120)
(0130)
(0140)
(0150)
(0160)
(0170)
(0180)
(0190)
(0200)
(0210)
(0220)
Tees
Each
0.23
0.31
0.62
0.90
0.94
1.25
1.44
1.62
2.03
2.37
2.68


(0230)
(0240)
(0250)
(0260)
(0270)
(0280)
(0290)
(0300)
(0310)
(0320)
(0330)
Adapters
Each
0.13
0.16
0.40
0.59
0.61
0.66
0.77
0.98
1.16
1.34
1.48


(0340)
(0350)
(0360)
(0370)
(0380)
(0390)
(0400)
(0410)
(0420)
(0430)
(0440)
Crosses
Each
0.29
0.39
0.80
1.10
1.19
1.59
1.84
2.06
2.59
3.01
3.39


(0450)
(0460)
(0470)
(0480)
(0490)
(0500)
(0510)
(0520)
(0530)
(0540)
(0550)
Valves
Each
0.16
0.21
0.42
0.60
0.63
0.83
0.96
1.08
1.29
1.58
1.79


(0560)
(0570)
(0580)
(0590)
(0600)
(0610)
(0620)
(0630)
(0640)
(0650)
(0660)
Rigid couplings
Each
0.08
0.10
0.21
0.30
0.31
0.42
0.48
0.54
0.68
0.79
0.89


(0670)
(0680)
(0690)
(0700)
(0710)
(0720)
(0730)
(0740)
(0750)
(0760)
(0770)
Flexible couplings Each
0.06
0.07
0.16
0.23
0.24
0.31
0.36
0.40
0.51
0.59
0.66


(0780)
(0790)
(0800)
(0810)
(0820)
(0830)
(0840)
(0850)
(0860)
(0870)
(0880)
Wyes
Each
0.24
0.35
0.60
0.88
0.90
1.19
1.38
1.51
1.91
2.21
2.52
Minimum suggested crew size: one utilitiesman and one laborer.

Notes:

1. Used for fire protection only! 2. Lifting equipment will be required on large-sized pipes (12 inches and above). 3. Time includes placing and leveling pipes.

Man-hours per Unit
Work Element
Pipe Diameter in Inches
Description
Unit
1/2 &
3/4
1
1 1/4
1 1/2
2
2 1/2
3
4
5
6


22 11 13.74 Plastic Pipe

LF
(0010)
0.2090
(0020)
0.2310
(0030)
0.2530
(0040)
0.2950
(0050)
0.3600
(0060)
0.3800
(0070)
0.4020
(0080)
0.4430
(0090)
0.4950
(0100)
0.5450
PVC, schedule 40, couplings 10 feet on center, clevis hanger assemblies, 3 per 10 feet

LF


(0110)
0.2530
(0120)
0.2950
(0130)
0.3600

(0140)
0.4020
(0150)
0.4430

(0160)
0.5450
Acrylonitrile-butadienestyrene (plastic) (ABS) and PVC, for DWV, schedule 40, couplings 10 feet on center, clevis hanger assemblies, 3 per 10 feet


LF
(0170)
0.2090
(0180)
0.2310
(0190)
0.2530
(0200)
0.2950
(0210)
0.3600
(0220)
0.3800
(0230)
0.4020
CPVC, schedule 40, couplings 10 feet on center, clevis hanger assemblies, 3 per 10 feet


22 11 13.74 Plastic Pipe

LF
(0310)
0.0752
(0320)
0.0832
(0330)
0.0911
(0340)
0.1564
(0350)
0.1908
(0360)
0.2014
(0370)
0.2131
(0380)
0.2348
(0390)
0.2624
(0400)
0.2889
PVC, schedule 40, couplings 10 feet on center.

LF


(0410)
0.1265
(0420)
0.1475
(0430)
0.2016

(0440)
0.2251
(0450)
0.2481

(0460)
0.3052
ABS and PVC, for DWV, schedule 40, couplings 10 feet on center.


LF
(0470)
0.2090
(0480)
0.2310
(0490)
0.2530
(0500)
0.2950
(05210)
0.3600
(0520)
0.3800
(0530)
0.4020
CPVC, schedule 40, couplings 10 feet on center.

Minimum suggested crew size: one utilitiesman and one laborer.

1. Used for facility water distribution piping. 2. The installation of plastic water pipe includes cutting, cleaning, cementing, plumbing and grading pipe, and installing
pipe hangers and straps.
3. PVC solvent will not work with CPVC piping. Each materiel must have its own solvent cement. 4. Types of plastic pipe:
a. PVC. Used with water, gas, and drainage systems, but not with hot water system. b. CPVC. Similar to PVC, but designed for piping water at up 180 degrees Fahrenheit. c. ABS. Most common usage is for DWV pipes.

| Work Element Description                                                                                             | Unit    |
|----------------------------------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                                                        |         |
| Unit                                                                                                                 |         |
| 22 11 19.64                                                                                                          |         |
| Water Piping Specialties                                                                                             |         |
| (0010) Yard hydrant, all types                                                                                       | Each    |
| 22 13 29.14                                                                                                          |         |
| Sanitary Sewerage Pumps                                                                                              |         |
| (0160) Sewage ejector pump, 75 gallon, 12 gallons per minute                                                         | Each    |
| 22 14 29.00                                                                                                          |         |
| Sump Pumps                                                                                                           |         |
| (0010) Cellar drainer, pedestal, 1/3 horsepower, standard                                                            | Each    |
| Minimum suggested crew size: one utilitiesman and one laborer.                                                       |         |
| Note: Installation of specialties includes unloading, storing at site, handling into place, and installing fastening |         |

devices, including drilling, plugging, anchoring, and leveling as needed.

Man-hours per Unit
Work Element Description
Unit
Pipe Diameter in Inches
2
3
4
6
8
12


22 13 16.20 Cast Iron Pipe
(0010)
0.3380
(0020)
0.3550
(0030)
0.3870
(0040)
0.4380
(0050)
0.7210
(0060)
0.8870
LF
Pipe, single hub, service weight, lead and oakum joints 10 feet on center


lead for caulking,
pound
(0070)
0.1330


oakum for caulking
pound
(0080)
0.5320


No hub, couplings 10 feet on center
LF
(0090)
0.3180

(0100)
0.3670


Bends
Each
(0110)
0.4200
(0120)
0.4900
(0130)
0.6300
(0140)
0.9500
(0150)
1.1900
(0160)
1.7500
Combination wyes, tees
Each
(0170)
0.8400
(0180)
0.9500
(0190)
1.2600
(0200)
1.8900
(0210)
2.3800
(0220)
2.4200
(0230)
0.77
(0240)
0.84
(0250)
1.16
(0260)
1.75
(0270)
2.31
(0280)
2.73
Reducing wyes, tees/combination
Each
1 1/4 to 1 1/2 to 2 tees, tapped
Each
(0290)
0.4200
(0300)
0.4900
(0310)
0.6300
(0320)
0.9500
(0330)
1.0000
(0340)
1.7500
Crosses, tapped
Each
(0350)
0.8400
(0360)
0.9500
(0370)
1.2600
(0380)
1.8900
(0390)
2.4200
(0400)
4.6900
(0410)
0.77
(0420)
0.84
(0430)
1.16
(0440)
1.68
(0450)
2.17
(0460)
4.59
Reducers
Each
Plugs, clean-out traps, closet
Each
(0470)
0.4200
(0480)
0.4900
(0490)
0.6300
(0500)
0.9500
(0510)
1.1900
(0520)
1.7500
Bends Minimum suggested crew size: one utilitiesman and one laborer. Notes: 1. Primarily used for facility sanitary waste and vent piping. 2. Lifting equipment will be required on larger sizes. 3. The installation of cast-iron drains includes caulking and leading joints, plumbing and grading pipe, installing

pipe hangers and straps, cutting pipe, and installing fittings.

| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours per                                                  |         |
| Unit                                                           |         |
| 22 32 19.10                                                    |         |
| Water Filters                                                  |         |
| (0510) Diatomite filter, 660 gallons per hour, 1 inch pipe     | Each    |
| 22 32 33.00                                                    |         |
| Water Heaters                                                  |         |
| (0010) Electric or gas, 30 gallons                             | Each    |
| (0020) 80 gallons                                              | Each    |
| Minimum suggested crew size: one utilitiesman and one laborer. |         |

Note: Installation of specialties includes unloading, storing at site, handling into place, and installing fastening devices, including drilling, plugging, anchoring, and leveling as needed.

| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours per Unit                                             |         |
| Rough-in                                                       | Finish  |
| 22 41 13.40                                                    |         |
| Water Closets                                                  |         |
| Tank type, wall hung                                           | Each    |
| (0010)                                                         |         |
| 7.7950                                                         |         |
| (0020)                                                         |         |
| 4.0150                                                         |         |
| Floor mounted, one piece                                       | Each    |
| (0030)                                                         |         |
| 6.9770                                                         |         |
| (0040)                                                         |         |
| 4.0150                                                         |         |
| (0050)                                                         |         |
| 8.3120                                                         |         |
| (0060)                                                         |         |
| 3.6700                                                         |         |
| Bowl only, wall hung                                           | Each    |
| Bowl only, floor mount                                         | Each    |
| (0070)                                                         |         |
| 7.4930                                                         |         |
| (0080)                                                         |         |
| 3.6700                                                         |         |
| Water conserving type                                          | Each    |
| (0090)                                                         |         |
| 10.9720                                                        |         |
| (0100)                                                         |         |
| 3.9410                                                         |         |
| 22 41 16.10                                                    |         |
| Lavatories                                                     |         |
| Vanity top                                                     | Each    |
| (0010)                                                         |         |
| 9.2570                                                         |         |
| (0020)                                                         |         |
| 3.3250                                                         |         |
| Wall hung                                                      | Each    |
| (0030)                                                         |         |
| 12.8210                                                        |         |
| (0040)                                                         |         |
| 2.6600                                                         |         |
| 22 41 16.30                                                    |         |
| Sinks                                                          |         |
| Corrosion resistant                                            | Each    |
| (0010)                                                         |         |
| 10.5340                                                        |         |
| (0020)                                                         |         |
| 4.4330                                                         |         |
| (0030)                                                         |         |
| 9.9480                                                         |         |
| (0040)                                                         |         |
| 4.4290                                                         |         |
| Kitchen, countertop                                            | Each    |
| Kitchen, raised deck                                           | Each    |
| (0050)                                                         |         |
| 11.5040                                                        |         |
| (0060)                                                         |         |
| 8.1850                                                         |         |
| Minimum suggested crew size: one utilitiesman and one laborer. |         |

Notes:

1. Rough-in includes supply, waste, and vent piping. 2. Work includes setting and connecting all supply piping, plumbing fixtures, and trim.

Man-hours per Unit
Work Element Description
Unit
Rough-in
Finish
22 41 19.10 Bath Tubs
Each
(0010)
10.2810
(0020)
4.8360
22 41 23.20 Showers
Each
(0010)
10.3740
(0020)
3.8690
22 41 36.10 Laundry Sinks
Each
(0010)
9.9480
(0020)
3.5470
22 42 13.30 Urinals, Commercial
(0020)
7.0930
Wall hung
Each
(0010)
7.5140
Stall type
Each
(0025)
10.6930
(0026)
8.5120
22 42 16.40 Service Sinks
(0020)
4.841
Floor type
Each
(0010)
12.981
Wall hung
Each
(0030)
16.3720
(0040)
5.3200
22 47 13.10 Drinking Water Fountains
Each
(0010)
5.8120
(0020)
3.3250
22 47 16.10 Electric Water Coolers
Each
(0010)
4.8150
(0020)
5.3200

Minimum suggested crew size: one utilitiesman and one laborer. Notes: 1. Rough-in includes supply, waste, and vent piping. 2. Work includes setting and connecting all supply piping, plumbing fixtures, and trim.

INTENTIONALLY BLANK

## Chapter 5 Annex P Division 23 Heating, Ventilating, And Air Conditioning 5.P.1 Introduction

Division 23, heating, ventilating, and air conditioning, includes forced air heaters, boilers, electric heaters, ductwork, ventilation; hot water heating systems; and air conditioning systems.

Most of the work in this division can be found on the mechanical drawings. Estimators should pay close attention to riser diagrams and schedules. Ensure alignment between specifications and drawings. Many details are not shown and are left to the estimator to include on the estimate based on personal knowledge and experience. Review the Division 23 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable.

Figures 5-P-1 through 5-P-7 present data and guidelines for estimating items found in Division 23.

| Work Element Description                                    | Unit    | Man-hours per Unit    |
|-------------------------------------------------------------|---------|-----------------------|
|                                                             |         | 23 05 00.00           |
| Common work for HVAC                                        |         |                       |
|                                                             |         | 23 05 23.30           |
| General duty valves for HVAC piping                         |         |                       |
| (2280) Gate Valve 125 pound, nonrising stem flanged, 4 inch | Each    | 5.3300                |
| Minimum suggested crew size: two utilitiesmen.              |         |                       |
| Work Element Description                                  | Unit    | Man-hours per Unit    |
|-----------------------------------------------------------|---------|-----------------------|
|                                                           |         | 23 09 00              |
| Instrumentation and Control for HVAC                      |         |                       |
|                                                           |         | 23 09 53.10           |
| Pneumatic and Electric control for air conditioning units |         |                       |
| (0010) Thermostat, manual                                 | Each    | 1.0000                |
| (0050) Thermostat, electric, low voltage 2 wire           | Each    | 0.6150                |
| (0060) Thermostat, electric, low voltage 3 wire           | Each    | 0.8000                |
| Minimum suggested crew size: one electrician.             |         |                       |
| Work Element Description                                                  | Unit    |
|---------------------------------------------------------------------------|---------|
| Man-hours per                                                             |         |
| Unit                                                                      |         |
|                                                                           |         |
| Metal Ducts                                                               |         |
| Fabricate Sheet Metal Duct                                                |         |
| LF                                                                        | 0.340   |
| (0020) 96- to 126-inch perimeter                                          | LF      |
| (0030) 128- to 190-inch perimeter                                         | LF      |
| (0040) 192- to 240-inch perimeter                                         | LF      |
| (0050) 242- to 360-inch perimeter                                         | LF      |
| Minimum suggested crew size two steelworkers                              |         |
| Install Sheet Metal Duct (rectangular)                                    |         |
| LF                                                                        | 0.420   |
| (0070) 96- to 126-inch perimeter                                          | LF      |
| (0080) 128- to 190-inch perimeter                                         | LF      |
| (0090) 192- to 240-inch perimeter                                         | LF      |
| (0100) 242- to 360-inch perimeter                                         | LF      |
| Minimum suggested crew size three steelworkers                            |         |
| Install Sheet Metal Duct (round)                                          |         |
| (0110) 20- to 94-inch perimeter                                           | LF      |
| (0120) 94- to 126-inch perimeter                                          | LF      |
| (0130) 127- to 190-inch perimeter                                         | LF      |
| (0140) 191- to 240-inch perimeter                                         | LF      |
| (0150) 241- to 360-inch perimeter                                         | LF      |
| Minimum suggested crew size two steelworkers                              |         |
| (0160) Insulate Sheet Metal Duct                                          | LF      |
|                                                                           |         |
| Air Duct Accessories                                                      |         |
| Install Fiber Duct for Slab Heating or Cooling System                     |         |
| (0010) 6-inch inside diameter                                             |         |
| (0020) 8-inch inside diameter                                             |         |
| (0030) 10-inch inside diameter                                            |         |
| (0040) 12-inch inside diameter                                            |         |
| (0050)16-inch inside diameter                                             |         |
| (0060) 20-inch inside diameter                                            |         |
| (0070) 24-inch inside diameter                                            |         |
| LF                                                                        |         |
| LF                                                                        |         |
| LF                                                                        |         |
| LF                                                                        |         |
| LF                                                                        |         |
| LF                                                                        |         |
| LF                                                                        |         |
| 0.020                                                                     |         |
| 0.022                                                                     |         |
| 0.022                                                                     |         |
| 0.025                                                                     |         |
| 0.032                                                                     |         |
| 0.042                                                                     |         |
| 0.060                                                                     |         |
| (0080) Fabrication                                                        | LF      |
| Installation includes hangers, but does not include grills and registers. |         |
| Minimum suggested crew size two steelworkers                              |         |
| Grills and Registers (Plaster Ground)                                     |         |
| (0090) 4 by 8 inches                                                      |         |
| (0100) 6 by 12 inches                                                     |         |
| (0110) 16 by 16 inches                                                    |         |
| (0120) 20 by 36 inches                                                    |         |
| Each                                                                      |         |
| Each                                                                      |         |
| Each                                                                      |         |
| Each                                                                      |         |
| 0.030                                                                     |         |
| 0.090                                                                     |         |
| 0.100                                                                     |         |
| 0.130                                                                     |         |
| Minimum suggested crew size two steelworkers                              |         |

Notes: 1. Fabrication is to be performed in the sheet metal shop. 2. Time for grills and registers will vary according to type of materiels used in ceilings and walls. 3. Installation of fiberglass duct will vary with manufacturer.

| Work Element Description                                                   | Unit    |
|----------------------------------------------------------------------------|---------|
| Man-hours per                                                              |         |
| Unit                                                                       |         |
|                                                                            |         |
| Centrifugal HVAC Fans                                                      |         |
| Airfoil, motor and drive complete                                          |         |
| Each                                                                       | 12.0000 |
| (0120) 2,000 CFM                                                           | Each    |
| (0130) 4,000 CFM                                                           | Each    |
| (0140) 8,000 CFM                                                           | Each    |
| (0150) 12,000 CFM                                                          | Each    |
| Roof exhaust, direct drive                                                 |         |
| Each                                                                       | 4.2855  |
| (0420) 600 CFM                                                             | Each    |
| (0430) 815 CFM                                                             | Each    |
| (0440) 1,450 CFM                                                           | Each    |
| (0450) 2,050 CFM                                                           | Each    |
| Install Sheet Metal Duct (round)                                           |         |
| See section 23 31 13.00                                                    |         |
|                                                                            |         |
| HVAC Power Circulators                                                     |         |
| Install circulators                                                        |         |
| (0110) Propeller exhaust, wall shutter, direct drive, 375 CFM              |         |
| (0120) Propeller exhaust, wall shutter, direct drive, 730 CFM              |         |
| (0130) Propeller exhaust, wall shutter, direct drive, 1,000 CFM            |         |
| (0140) Propeller exhaust, wall shutter, direct drive, 1,890 CFM            |         |
| (0150) Propeller exhaust, wall shutter, direct drive, 3,275 CFM            |         |
| (0160) Propeller exhaust, wall shutter, direct drive, 4,720 CFM            |         |
| Each                                                                       |         |
| Each                                                                       |         |
| Each                                                                       |         |
| Each                                                                       |         |
| Each                                                                       |         |
| Each                                                                       |         |
| 3.0000                                                                     |         |
| 3.3330                                                                     |         |
| 3.7500                                                                     |         |
| 4.2855                                                                     |         |
| 4.9995                                                                     |         |
| 6.0000                                                                     |         |
| Minimum suggested crew size: one builder, one steelworker, one electrician |         |
|                                                                            |         |
| Hood and Ventilation Equipment                                             |         |
| (0030) Vent hood, wall canopy with fire protection                         | LF      |
| (0040) Vent hood, wall canopy without fire protection                      | LF      |
| (0050) Vent hood, island canopy with fire protection                       | LF      |
| (0060) Vent hood, island canopy without fire protection                    | LF      |
| (0090) Range hood and carbon dioxide system                                | Each    |
| Minimum suggested crew size: one builder                                   |         |

Legend: CFM = cubic feet per minute

| Work Element Description                                                         | Unit                          |
|----------------------------------------------------------------------------------|-------------------------------|
| Man-hours per                                                                    |                               |
| Unit                                                                             |                               |
|                                                                                  |                               |
| Boilers                                                                          |                               |
| Set and connect iron sectional boilers with insulating jacket and                |                               |
| safety devices                                                                   |                               |
| 21.0                                                                             |                               |
| 29.0                                                                             |                               |
| 43.0                                                                             |                               |
| 60.0                                                                             |                               |
| 90.0                                                                             |                               |
| (0010) 95,000 British thermal unit (BTU)/hour and smaller                        |                               |
| (0020)100,000 to 250,000 BTU/hour                                                |                               |
| (0030) 260,000 to 450,000 BTU/hour                                               |                               |
| (0040) 500,000 to 750,000 BTU/hour                                               |                               |
| (0050) 800,000 to 1,000,000 BTU/hour                                             |                               |
| (0060) 1,050,000 to 1,500,000 BTU/hour                                           |                               |
| Each                                                                             |                               |
| Each                                                                             |                               |
| Each                                                                             |                               |
| Each                                                                             |                               |
| Each                                                                             |                               |
| Each                                                                             | 127.0                         |
| Set and connect expansion tanks                                                  |                               |
| 8.0                                                                              | (0070) 50 gallons and smaller |
| (0080) 55 to 100 gallons                                                         |                               |
| Each                                                                             |                               |
| Each                                                                             | 13.0                          |
| Install and plumb hot water storage tanks                                        |                               |
| 12.0                                                                             |                               |
| 17.0                                                                             |                               |
| 33.0                                                                             |                               |
| (0090) 80 gallons and smaller                                                    |                               |
| (0100) 81 to 150 gallons                                                         |                               |
| (0110) 151 to 300 gallons                                                        |                               |
| (0120) Steel above ground fuel tank 450 gallons                                  |                               |
| Each                                                                             |                               |
| Each                                                                             |                               |
| Each                                                                             |                               |
| Each                                                                             | 5.9200                        |
| Minimum suggested crew size: one utilitiesman, one electrician, and one laborer. |                               |
| Work Element Description                                            | Unit    |
|---------------------------------------------------------------------|---------|
| Man-hours per                                                       |         |
| Unit                                                                |         |
|                                                                     |         |
| Furnaces                                                            |         |
| 17.0                                                                |         |
| 36.0                                                                |         |
| 56.0                                                                |         |
| Set and connect forced air furnaces complete (less duct, diffusers, |         |
| and hard wiring)                                                    |         |
| (0010) 100,000 BTU and smaller                                      |         |
| (0020) 105,000 BTU to 145,000 BTU                                   |         |
| (0030) 145,000 BTU to 280,000 BTU                                   |         |
| (0040) 450,000 BTU to 750,000 BTU                                   |         |
| (0050) 1,000,000 BTU to 2,000,000 BTU                               |         |
| Each                                                                |         |
| Each                                                                |         |
| Each                                                                |         |
| Each                                                                |         |
| Each                                                                |         |
| 109.0                                                               |         |
| 159.0                                                               |         |
| Fuel oil storage tanks set on floor                                 |         |
| Each                                                                | 15.0    |
| (0070) 1,000 to 2,000 gallons                                       | Each    |
| (0080) 5,000 gallons                                                | Each    |

Minimum suggested crew size: one utilitiesman, one electrician, and one laborer.

Notes:
1. Man-hour figures include the positioning and connecting of units complete with fans, filters, safety

controls, and light oil burners.
2. Man-hour figures for installation of fuel storage tanks set on floors include supports, saddles,
coatings, and fittings.

| Work Element Description                                                                               | Unit    |
|--------------------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                                          |         |
| Unit                                                                                                   |         |
|                                                                                                        |         |
| HVAC Equipment                                                                                         |         |
| Install Window Type Air Conditioners                                                                   |         |
| Each                                                                                                   | 3.0     |
| (0020) 1 to 1 1/2 ton                                                                                  | Each    |
| (0030) 2 ton                                                                                           | Each    |
| Install Single Package Air Conditioning Units                                                          |         |
| Each                                                                                                   | 24.0    |
| (0050) 6 to 12 ton                                                                                     | Each    |
| (0060) 13 to 20 ton                                                                                    | Each    |
| Install Split System Air Conditioning Units                                                            |         |
| Each                                                                                                   | 24.0    |
| (0080) 6 to 12 ton                                                                                     | Each    |
| (0090) 13 to 20 ton                                                                                    | Each    |
| (0100) Set and connect dehumidifiers (per CF of space)                                                 | CF      |
| TestingContracted                                                                                     |         |
| Note: Man-hour figures do not include the installation of piping or electric between various pieces of |         |
| equipment, installation of ductwork or diffusers, curbs, or slabs.                                     |         |
| Minimum Suggested crew size: one utilitiesman, one electrician, one laborer                            |         |

INTENTIONALLY BLANK

## Chapter 5 Annex Q Division 26 Electrical 5.Q.1 Introduction

The electrical systems in building construction that were previously categorized in MasterFormat 1995, Division 16 are now covered in three different divisions of MasterFormat. These three divisions are combined under the annex of Division 26 in this publication.

1. Division 26electrical 2. Division 27communications 3. Division 28electronic safety and security.
These divisions include construction of electrical distribution lines, outdoor lighting, underground power systems, installation of interior electrical services, transformers, and substation equipment.

Most of the work in these divisions can be found on the electrical and mechanical drawings. Estimators should pay close attention to riser diagrams and schedules to ensure alignment between specifications and drawings. Many details are not shown and are left to the estimator to include on the estimate based on personal knowledge and experience. Review the Divisions 26, 27, and 28 estimating checklists shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. The following estimating tips are provided.

1. Electrical line work. Labor includes unloading materiels, excavating, installing cross arms and insulators, setting poles, backfilling, and stringing and sagging wire. It also includes installing and connecting transformers, switches, breakers, capacitors, and regulators.

2. Outdoor lighting. Street lights, security lights, airfield lights, and athletic field lights are types of outdoor lighting. Labor for installation includes digging foundations, setting poles, backfilling, installing standards and light fixtures, stringing wire, laying buried cable, installing duct, encasing duct in concrete, and pulling cable. It also includes installing control devices, lamps, control vaults, and transformers. 3. Interior electrical rough-in. Roughing-in interior electric includes installing service mains, switches, panels, conduits, fittings, outlet boxes, nonmetallic cable, armored cable, transformers, and motor control centers. It also includes pulling cable through conduit and splicing in electrical boxes. 4. Interior electrical finish and trim. Finishing and trimming interior electric includes installing and connecting receptacles, switches, light fixtures, light-duty devices, heavy-duty utility devices, controls, and appliances. It also includes circuit testing. 5. Transformers and substation equipment. Installation of transformers and substation equipment includes unloading the equipment, moving it into position, leveling, plumbing, fastening, trimming, and connecting the equipment.

Figures 5-Q-1 through 5-Q-17 present data and guidelines for estimating items found in Division 26, 27, and 28.

Spacing in Inches Between Centers of Conduits for Under Slab Stub-ups
Conduit
Size
1/2
3/4
1
1 1/4
1 1/2
2
2 1/2
3
3 1/2
4
4 1/2
5
6

3/4
1 1/2

1/2
1 3/8 1 5/8 2
1
1 3/4 1 7/8 2 1/2
1 1/4
2
2 1/8
2 1/4 2 3/4
1 1/2
2 1/8 2 1/4
2 3/8
2 5/8 3
2
2 3/8 2 1/2
2 3/4
3
3 1/8 4
2 1/2
2 5/8 2 3/4
3
3 1/4
3 3/8
3 5/8 4 3/4 5 3/8
3
3
3 1/8
3 3/8
3 5/8
3 3/4
4
4 3/8 6
3 1/2
3 3/8 3 1/2
3 5/8
3 7/8
4
4 3/8
4 5/8
5 6 1/2
4
3 3/4 3 7/8
4
4 1/4
4 3/8
4 3/4
5
5 3/8
5 5/8 7 1/4
4 1/2
4
4 1/8
4 1/4
4 1/2
4 3/4
5
| Work Element Description                                                                         | Unit    |
|--------------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                                    |         |
| Unit                                                                                             |         |
|                                                                                                  |         |
| Common Work Results for Electrical                                                               |         |
| (0010) Construct H-frame and install three-phase transformer bank                                | Each    |
| String Primary Conductors                                                                        |         |
| LF                                                                                               | 0.0160  |
| (0030) AWG #0 to AWG #0000 bare copper                                                           | LF      |
| (0040) Larger than AWG #0000 bare copper                                                         | LF      |
| Install Transformer on Poles                                                                     |         |
| Each                                                                                             | 12.0    |
| (0060) Three single-phase transformers 10 to 75 kVA                                              | Bank    |
| Install secondary racks                                                                          | Each    |
| Install Secondary Conductors and Service Drops                                                   |         |
| LF                                                                                               | 0.0530  |
| (0090) AWG #2 to AWG # 0: four-wire, weatherproof                                                | LF      |
| Install Voltage Regulators                                                                       |         |
| Each                                                                                             | 17.60   |
| (0110) 75 to 125 kVA, three-phase, slab mounted                                                  | Each    |
| (0120) Capacitor units, pole mounted, factory preassembled, all kVA                              |         |
| ratings                                                                                          | Each    |
| Install Primary Protective Devices                                                               |         |
| Each                                                                                             | 43.20   |
| (0140) Enclosed-fused disconnect switch                                                          | Each    |
| (0150) Open-fused disconnect switch                                                              | Each    |
| Minimum suggested crew size:                                                                     |         |
| Capacitor units: two linemen and one ground man H-frame: six electricians                        |         |
| Install primary protective devices: four electricians                                            |         |
| Install secondary conductors and service Drop #4 and smaller: two electricians                   |         |
| Install secondary conductors and service Drop #2 to #0: two electricians, one equipment operator |         |
| Install secondary racks: two electricians                                                        |         |
| Install transformers on poles: three electricians, one equipment operator                        |         |
| Install voltage regulators: three electricians                                                   |         |
| Install wire guys: three electricians                                                            |         |
| String primary conductors: ten electricians, one equipment operator                              |         |
| Single cross assembly installation: two electricians.                                            |         |

## Notes: 1. Cross Arm Assembly Figures Are Based On Work Being Done Before Pole Is Set. If Work Must Be Done

after pole is set, use 1.15 multiplier.
2. When using bucket truck, use 0.85 multiplier.

| Work Element Description                                                 | Unit    |
|--------------------------------------------------------------------------|---------|
| Man-hours per                                                            |         |
| Unit                                                                     |         |
| 26 05 13.00                                                              |         |
| Medium-Voltage Cables                                                    |         |
| Excavate trench for duct or direct burial of cable                       |         |
| CYD                                                                      | 13.60   |
| (0020) Machine excavating                                                | LF      |
| Install 4-inch-diameter conduit in trench, rigid galvanized steel        |         |
| (0030) One conduit without concrete (includes terminations and fittings) | LF      |
| (0040) Underground duct bank                                             | LF      |
| Install direct burial cable in trench                                    |         |
| LF                                                                       | 0.0860  |
| (0060) AWG #00 2/0 to 500 MCMthree conductors                           | LF      |
| Pull cable into duct                                                     |         |
| LF                                                                       | 0.0580  |
| (0080) AWG #2three conductors                                           | LF      |
| (0090) AWG #0000 4/0three conductors                                    | LF      |
| (0100) 500 MCMfour conductors                                           | LF      |
| Pull cable into duct underground service to building                     |         |
| LF                                                                       | 0.1440  |
| (0120) AWG #0four conductors                                            | LF      |
| Minimum suggested crew size: two electricians.                           |         |

Notes: 1. All excavating is figured on average soil conditions. 2. Duct man-hour figures allow for a normal number of bends, bells, and fittings, and installing pull line. 3. Direct burial cable in trench requires a sand bed. 4. Concrete encasement under roadway requires reinforcing steel.
5. When using mechanical cable-puller, use 0.85 multiplier.
Legend: MCM = one thousand circular mils

| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours per                                                  |         |
| Unit                                                           |         |
|                                                                |         |
| Low Voltage Electrical Power Conductors and Cables             |         |
| Install Service Entrance, Four- Conductor                      |         |
| (0010) 60 ampere                                               | Each    |
| (0020) 100 ampere                                              | Each    |
| (0030) 200 ampere                                              | Each    |
| (0040) 400 ampere                                              | Each    |
| Install Rigid Steel Conduit                                    |         |
| (0050) 1/2 to 3/4 inch                                         | LF      |
| (0060) 1 to 1 1/2 inches                                       | LF      |
| (0070) 2 to 3 inches                                           | LF      |
| (0080) 3 1/2 to 4 inches                                       | LF      |
| Install Thin Wall and Flexible Conduit                         |         |
| (0090) 1/2 inch to 3/4 inch                                    | LF      |
| (0100) 1 to 1 1/2 inches                                       | LF      |
| (0110) 2 to 2 1/2 inches                                       | LF      |
| (0120) 3 to 4 inches                                           | LF      |
| Grounding and Bonding for Electrical Systems                   |         |
| (0130) Install 8-foot ground rod and ground wire               | Each    |
| (0140) Install 10-foot ground rod and ground wire              | Each    |
| Install Type non-metallic cable                                |         |
| (0150) AWG # 10/3 with ground and smaller                      | LF      |
| (0160) AWG # 8/2 with ground and larger                        | LF      |
| Install Boxes for non-metallic cable                           |         |
| (0170) Boxes for non-metallic cable                            | Each    |
| Install Pull Boxes                                             |         |
| (0180) 12 by 12 by 6 inches, National Electrical Manufacturers |         |
| Association (NEMA) Type 1                                      |         |
| Each                                                           | 2.4     |
| (0190) 16 by 20 by 8 inches, NEMA Type 1                       | Each    |
| (0200) 24 by 36 by 8 inches, NEMA Type 1                       | Each    |
| (0210) 6 by 6 by 6 inches, NEMA Type 3R and 4                  | Each    |
| (0220) 10 by 6 by 6 inches, NEMA Type 3R and 4                 | Each    |
| (0230) 16 by 16 by 6 inches, NEMA Type 3R and 4                | Each    |
| (0240) 24 by 18 by 8 inches, NEMA Type 3R and 4                | Each    |


| Work Element Description                                                 | Unit    |
|--------------------------------------------------------------------------|---------|
| Man-hours per                                                            |         |
| Unit                                                                     |         |
| Pull Wire in Conduit                                                     |         |
| (0250) AWG #12                                                           | LF      |
| (0260) AWG #10                                                           | LF      |
| (0270) AWG #8                                                            | LF      |
| (0280) AWG #6                                                            | LF      |
| (0290) AWG #4                                                            | LF      |
| (0300) AWG #1                                                            | LF      |
| (0310) AWG #1/0                                                          | LF      |
| (0320) AWG #2/0                                                          | LF      |
| (0330) AWG #3/0                                                          | LF      |
| (0340) AWG #4/0                                                          | LF      |
| (0350) 350 MCM                                                           | LF      |
| (0360) 500 MCM                                                           | LF      |
| Minimum suggested crew: two electricians                                 |         |
| Cable Connectors                                                         |         |
| 26 05 19.25                                                              |         |
|                                                                          |         |
| (0040) 600 volts, Non-metallic, AWG#10-3 wire to #14-4 and #12-4 wire    | Each    |
| (0320) 600 volts, PVC jacket, AWG#0-3 wire                               | Each    |
| (0580) 15 kV armored, AWG#0 or #1                                        | Each    |
| 2.5000                                                                   |         |
| Cable Splicing                                                           |         |
| 26 05 19.30                                                              |         |
| (0010) 15 kV, #1 stranded to 4/0 stranded                                |         |
| Each                                                                     |         |
|                                                                          |         |
| Boxes for Electrical Systems                                             |         |
| Outlet Boxes for Low Voltage Applications                                |         |
| (0510) Install box, pressed steel, 4 inch square or octagon              | Each    |
| (0520) Install box, pressed steel, 4 inch cover, blank or raised device  | Each    |
| (0530) Install box, pressed steel, 1 gang handy or switch box            | Each    |
| (0550) Install box, cast, 1 gang                                         | Each    |
| (0555) Install box, cast, 2 gang                                         | Each    |
| (0565) Install box, cast cover, 1 gang all types, including weatherproof | Each    |
| (0570) Install box, cast cover, 2 gang all types, including weatherproof | Each    |
| Install Pull Boxes                                                       |         |
| (0080) 12 by 12 by 6 inches, NEMA Type 1                                 | Each    |
| (0090) 16 by 20 by 8 inches, NEMA Type 1                                 | Each    |
| (0100) 24 by 36 by 8 inches, NEMA Type 1                                 | Each    |
| (0110) 6 by 6 by 6 inches, NEMA Type 3R and 4                            | Each    |
| (0120) 10 by 6 by 6 inches, NEMA Type 3R and 4                           | Each    |
| (0130) 16 by 16 by 6 inches, NEMA Type 3R and 4                          | Each    |
| (0140) 24 by 18 by 8 inches, NEMA Type 3R and 4                          | Each    |
| Minimum suggested crew size: one electrician.                            |         |
| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
|                                                                         |         |
| Low Voltage Applications (Troop Housing)                                |         |
| Install Receptacles and Plates                                          |         |
| (0010) Duplex convenience outlets                                       |         |
| (0020) Range and dryer receptacles                                      |         |
| Each                                                                    |         |
| Each                                                                    |         |
| 0.4000                                                                  |         |
| 1.6000                                                                  |         |
| Install Standard Grade Toggle Switches and Plates                       |         |
| (0030) Single pole                                                      |         |
| (0040) Three- or four-way                                               |         |
| Each                                                                    |         |
| Each                                                                    |         |
| 0.3200                                                                  |         |
| 0.4000                                                                  |         |
| Install Incandescent Lighting Fixtures up to 150 WattsMedium Base      |         |
| (0050) Surface-mounted                                                  | Each    |
| (0060) Flush-mounted                                                    | Each    |
| (0070) Porcelain lamp holder                                            | Each    |
| (0080) Install fluorescent lighting fixtures                            | Each    |
| (0090) Install fluorescent tubes and diffusers                          | Each    |
| Connect Small Appliances                                                |         |
| Each                                                                    | 3.2000  |
| (0110) Space heater (2,000 watts)                                       | Each    |
| (0120) Air conditioning units (up to 18,000 BTU)                        | Each    |
| (0130) Exhaust fans                                                     | Each    |
| Testing                                                                 |         |
| Each                                                                    | 0.0800  |
| (0150) Small appliances                                                 | Each    |
| Minimum suggested crew size: two electricians                           |         |
| Install Tent Electrical                                                 |         |
| (0600) Install tent light kit, ALASKA-MGPTS-TEMPER small                | Each    |
| (0610) Install tent light kit, ALASKA-MGPTS-TEMPER medium               | Each    |
| (0620) Install tent light kit, ALASKA-MGPTS-TEMPER large                | Each    |
| (0650) Install tent receptacle kit, ALASKA-MGPTS-TEMPER small           | Each    |
| (0660) Install tent receptacle kit, ALASKA-MGPTS-TEMPER medium          | Each    |
| (0670) Install tent receptacle kit (M46),ALASKA-MGPTS-TEMPER large      | Each    |
| (0700) Install tent light and receptacle kit (M46), ALASKA-MGPTS-TEMPER |         |
| small                                                                   |         |
| Each                                                                    | 0.6670  |
| (0710) Install tent light and receptacle kit (M46), ALASKA-MGPTS-TEMPER |         |
| medium                                                                  |         |
| Each                                                                    | 1.3330  |
| (0720) Install tent light and receptacle kit (M46),ALASKA-MGPTS-TEMPER  |         |
| large                                                                   |         |
| Each                                                                    | 2.0000  |

Minimum suggested crew size: two laborers. Note: Two or four tube, surface-, stem-, or chain-mounted on wood or masonry. Commercial industrial, residential: normal high output or power groove type.

| Work Element Description                                                  | Unit    |
|---------------------------------------------------------------------------|---------|
| Man-hours per                                                             |         |
| Unit                                                                      |         |
|                                                                           |         |
| Transformers and Switches                                                 |         |
| (0010) Install and wire complete dry transformer, 1 kVA                   | Each    |
| Install and wire complete oil-filled transformer                          |         |
| (0020) 300 kVA and smaller                                                | Each    |
| (0030) 500 kVA                                                            | Each    |
| (0040) 750 kVA                                                            | Each    |
| (0050) 1,000 kVA                                                          | Each    |
| (0060) 2,000 kVA                                                          | Each    |
| Install and wire complete three-phase dry-type air cooled                 | Each    |
| transformer in vault or building                                          |         |
| (0070) Up to 150 kVA                                                      | Each    |
| (0080) 151 kVA and larger                                                 | Each    |
| Medium Voltage Switchgear                                                 |         |
| (0090) Install three-phase metal-clad switch gear unit                    | Each    |
| Install oil circuit breakers                                              | Each    |
| (0100) 100 to 600 ampere, single circuit                                  | Each    |
| (0110) 601 to 1200 ampere, single circuit                                 | Each    |
| Install open or enclosed disconnect switches                              | Each    |
| (0120) 100 ampere and smaller, single circuit                             | Each    |
| (0130) 150 ampere and larger, single circuit                              | Each    |
| Install air-break switches and components                                 | Each    |
| (0140) 100 to 600 ampere, single pole, single throw                       | Each    |
| (0150) 601 to 1,200 ampere, single pole, single throw                     | Each    |
| Install capacitor bank with associated equipment                          |         |
| (0160) 3 to 9 capacitor bank                                              | Each    |
| (0170) 12 to 24 capacitor bank                                            | Each    |
| 26 13 16.00 Medium Voltage Lightning Arrester                             |         |
| (0150) Lightning arrester, intermediate class or line Type 4, 8 kilovolt  | Each    |
| (0160) Lightning arrester, intermediate class or line Type 13, 8 kilovolt | Each    |
| (0170) Lightning arrester, station class 4, 8 kilovolt                    | Each    |
| (0180) Lightning arrester, station class 13, 8 kilovolt                   | Each    |
| Minimum suggested crew size: two electricians.                            |         |


| Work Element Description                                    | Unit    | Man-hours per Unit    |
|-------------------------------------------------------------|---------|-----------------------|
|                                                             |         | 26 24 16.00           |
| Panelboards                                                 |         |                       |
| Install safety switch, three poles, general or heavy duty   |         |                       |
| (0010) 30 ampere                                            | Each    | 2.40                  |
| (0020) 60 ampere                                            | Each    | 3.20                  |
| (0030) 100 ampere                                           | Each    | 4.0                   |
| (0040) 225 ampere                                           | Each    | 7.20                  |
| (0050) 400 ampere                                           | Each    | 11.20                 |
| (0060) 600 ampere                                           | Each    | 17.60                 |
| Install circuit breakers, enclosed, NEMA type 1,            |         |                       |
| 600 volt, three poles                                       |         |                       |
| (0065) 20 ampere                                            | Each    | 2.40                  |
| (0070) 30 ampere                                            | Each    | 2.40                  |
| (0080) 60 ampere                                            | Each    | 3.20                  |
| (0090) 100 ampere                                           | Each    | 4.80                  |
| (0100) 225 ampere                                           | Each    | 6.40                  |
| (0110) 400 ampere                                           | Each    | 11.20                 |
| (0120) 600 ampere                                           | Each    | 17.60                 |
| Install panel boards, lighting, and power                   |         |                       |
| four-wire, three-phase, 100 to 225 ampere main lugs         |         |                       |
| (0130) 12 circuits or less                                  | Each    | 9.60                  |
| (0140) 13 to 20 circuits                                    | Each    | 16.0                  |
| (0150) 21 to 24 circuits                                    | Each    | 17.60                 |
| (0160) 25 to 30 circuits                                    |         | Each                  |
| (0170) 31 to 36 circuits                                    | Each    | 23.20                 |
| (0180) 37 to 42 circuits                                    | Each    | 26.40                 |
| Minimum suggested crew size: two electricians.              |         |                       |
| Install Tactical Distribution Load Centers                  |         |                       |
| (0400) 40A, PDISE M40                                       | Each    | 1.0                   |
| (0410) 60A, PDISE M60                                       | Each    | 1.0                   |
| (0420) 100A, PDISE M100                                     | Each    | 1.50                  |
| (0430) 200A, PDISE M200                                     | Each    | 1.50                  |
| Minimum suggested crew size: two laborers.                  |         |                       |
| (0500) 5kW MEPDIS-R, USMC                                   | Each    | 1.0                   |
| (0510) 15kW MEPDIS-R, USMC                                  | Each    | 1.0                   |
| (0520) 30kW MEPDIS-R, USMC                                  | Each    | 1.50                  |
| (0530) 100kW MEPDIS-R, USMC                                 | Each    | 1.50                  |
| (0540) 300kW MEPDIS-R, USMC                                 | Each    | 1.50                  |
| Minimum suggested crew size: one electrician, one operator. |         |                       |
| (0700) 200A, Power Distribution Box (PDB), USN              | Each    | 1.0                   |
| (0710) 800A, PDB, USN                                       | Each    | 1.0                   |
| Minimum suggested crew size: one electrician, one laborer.  |         |                       |
| Notes:                                                      |         |                       |

1. For explosion-proof work, use 3.0 multiplier. 2. All work estimates based on surface mounting. 3. For aluminum cable trays, use 1.05 multiplier.
Legend: MEPDIS-R = mobile electric power distribution system-replacement PDISE = power distribution illumination system, electrical

| Work Element Description                                   | Unit    |
|------------------------------------------------------------|---------|
| Man-hours per                                              |         |
| Unit                                                       |         |
|                                                            |         |
| Motor Starters and Controllers                             |         |
| Each                                                       | 2.20    |
| (0010) (bench tools, table-mounted galley equipment)       |         |
| Each                                                       | 4.0     |
| (0020) (large floor-mounted machines and galley equipment) |         |
|                                                            |         |
| non-reversing (FVNR) with heaters and enclosures           |         |
| (0030) 5 horsepower, size 0                                | Each    |
| (0040) 10 horsepower, size 1                               | Each    |
| (0050) 25 horsepower, size 2                               | Each    |
| (0060) 50 horsepower, size 3                               | Each    |
| (0070) 100 horsepower, size 4                              | Each    |
|                                                            |         |
| fused switch and heater                                    |         |
| (0080) 5 horsepower, size 0                                | Each    |
| (0090) 10 horsepower, size 1                               | Each    |
| (0100) 25 horsepower, size 2                               | Each    |
| (0110) 50 horsepower, size 3                               | Each    |
| (0120) 100 horsepower, size 4                              | Each    |
| Control stations, heavy duty                               |         |
| (0130) Start and stop                                      | Each    |
| (0140) Start, stop, and pilot light                        | Each    |
| (0150) Hand, off, automatic                                | Each    |
| (0160) Stop, start, and reverse                            | Each    |
| (0170) Circuit testing and balance three-phase circuit     | Each    |
| Minimum suggested crew size: two electricians.             |         |

Note: For combination reversing type controls, use 1.2 multiplier.

| Work Element Description                                 | Unit    |
|----------------------------------------------------------|---------|
| Man-hours per                                            |         |
| Unit                                                     |         |
|                                                          |         |
| Bus Duct/Busway and Fittings                             |         |
| Install wire way,                                        |         |
| 5-foot length, screw cover with fittings and supports    |         |
| (0010) 4 by 4 inches                                     | LF      |
| (0020) 6 by 6 inches                                     | LF      |
| (0030) 8 by 8 inches                                     | LF      |
| Install cable trays,                                     |         |
| Ladder type, galvanized steel with fittings and supports |         |
| (0040) 12 inches wide                                    | LF      |
| (0050) 18 inches wide                                    | LF      |
| (0060) 24 inches wide                                    | LF      |
| Minimum suggested crew size: two electricians.           |         |
| Notes:                                                   |         |
| 1. For explosion-proof work, use 3.0 multiplier.         |         |
| 2. All work estimates based on surface mounting.         |         |
| 3. For aluminum cable trays, use 1.05 multiplier.        |         |
| Work Element Description                          | Unit    |
|---------------------------------------------------|---------|
| Man-hours per                                     |         |
| Unit                                              |         |
|                                                   |         |
| Safety Switches                                   |         |
| General Duty 240V, 3 Pole NEMA 1, fusible         |         |
| (0010) 30 amp                                     | Each    |
| (0020) 60 amp                                     | Each    |
| (0030) 100 amp                                    | Each    |
| (0040) 200 amp                                    | Each    |
| (0050) 400 amp                                    | Each    |
| Heavy Duty, 600V, 3 Pole NEMA 1, nonfusible       |         |
| (0210) 30 amp                                     | Each    |
| (0220) 60 amp                                     | Each    |
| (0230) 100 amp                                    | Each    |
| Heavy Duty, 240V, 3 Pole NEMA 3R, fusible         |         |
| (0310) 30 amp                                     | Each    |
| (0320) 60 amp                                     | Each    |
| Minimum suggested crew size: two electricians.    |         |
|                                                   |         |
| 1. For explosion-proof work, use 3.0 multiplier.  |         |
| 2. All work estimates based on surface mounting.  |         |
| 3. For aluminum cable trays, use 1.05 multiplier. |         |
| Work Element Description                                   | Unit    |
|------------------------------------------------------------|---------|
| Man-hours per                                              |         |
| Unit                                                       |         |
|                                                            |         |
| Packaged Generator Assemblies                              |         |
| Diesel Engine Driven Generator Sets                        |         |
| (0010) 3 kW                                                | Each    |
| (0020) 12 kW                                               | Each    |
| (0030) 50 kW                                               | Each    |
| (0040) 300 kW                                              | Each    |
| (0050) 400 kW                                              | Each    |
| (0060) 500 kW                                              | Each    |
| Minimum suggested crew size: two electricians              |         |
| Tactical Generator Sets                                    |         |
| (0100) 2 kW                                                | Each    |
| (0110) 3 kW                                                | Each    |
| (0120) 5 kW                                                | Each    |
| (0130) 10 kW                                               | Each    |
| (0140) 15 kW                                               | Each    |
| (0150) 30 kW                                               | Each    |
| (0160) 60 kW                                               | Each    |
| (0170) 100 kW                                              | Each    |
| (0180) 200 kW                                              | Each    |
| Minimum suggested crew size: two laborers                  |         |
| Tactical Generator Sets (USMC)                             |         |
| (0220) 5 kW                                                | Each    |
| (0230) 10 kW                                               | Each    |
| (0240) 15 kW                                               | Each    |
| (0250) 30 kW                                               | Each    |
| (0260) 60 kW                                               | Each    |
| (0270) 100 kW                                              | Each    |
| (0280) 200 kW                                              | Each    |
| Minimum suggested crew size: one electrician, one operator |         |
| Tactical Generator Sets (USN)                              |         |
| (0300) 10 kW                                               | Each    |
| (0310) 15 kW                                               | Each    |
| (0320) 30 kW                                               | Each    |
| (0330) 60 kW                                               | Each    |
| (0340) 60 kW(2) with distribution, USN                     | Each    |
|                                                            |         |
| laborer electrician.                                       |         |
| Work Element Description                                   | Unit    |
|------------------------------------------------------------|---------|
| Man-hours per                                              |         |
| Unit                                                       |         |
|                                                            |         |
| Manual Transfer Switches                                   |         |
| (0100) Manual operated, NEMA 3R, 480 volt, 3 pole, 100 amp | Each    |
| (0020) Manual operated, NEMA 3R, 480 volt, 3 pole, 200 amp | Each    |
| (0030) Manual operated, NEMA 3R, 480 volt, 3 pole, 400 amp | Each    |
|                                                            |         |
| Minimum suggested crew size: two electricians              |         |
| 26 36 23.10                                                |         |
| Automatic Transfer Switches                                |         |
| (0100) Manual operated, NEMA 3R, 480 volt, 3 pole, 100 amp | Each    |
| (0020) Manual operated, NEMA 3R, 480 volt, 3 pole, 200 amp | Each    |
| (0030) Manual operated, NEMA 3R, 480 volt, 3 pole, 400 amp | Each    |
| Minimum suggested crew size: two electricians.             |         |
| Work Element Description                                                   | Unit    |
|----------------------------------------------------------------------------|---------|
| Man-hours per                                                              |         |
| Unit                                                                       |         |
|                                                                            |         |
| Exterior Lighting                                                          |         |
| (0010) Install foundations for metal standards (See Note 1)                | Each    |
| Install metal light standards (30 feet) (See Note 2)                       |         |
| (0020) aluminum standard                                                   | Each    |
| (0030) steel standard                                                      | Each    |
| (0040) Install wooden pole with street light (See Notes 3, 4)              | Each    |
| (0050) Install wooden pole with two flood lights (See Notes 3, 4)          | Each    |
| (0055) Install precast concrete pole                                       | Each    |
| (0060)String one conductor for series lighting                             | LF      |
| (0070) Connect streetlight/floodlight to power                             | Each    |
| (0080) Install lighting transformer                                        | Each    |
| Install constant current regulator and control devices for street lighting |         |
| (0090) Installed in vault                                                  | Each    |
| (0100) installed on pole                                                   | Each    |
| Minimum suggested crew size: two electricians and one equipment operator.  |         |

1. To install foundations for metal standards, increase crew size to include one builder. 2. Electrician's work includes approximately 10 feet of 2-inch rigid steel conduit and pull box.
3. Assembly and wiring are performed on the ground.
4. Work is the same as overhead power construction if light is to be added to existing pole.
5. Work is approximately the same as overhead power construction. Use 30 percent of primary conductor's
man-hours for series circuits. Secondary installation of floodlights is the same as secondary conductors
and service drops.
6. Refer to Division 31, earthwork, for excavating and Division 33, utilities, for man-hour figures for burial of
power cables.
7. Work does not include installation of power source.

| Work Element Description                                            | Unit    |
|---------------------------------------------------------------------|---------|
| Man-hours per                                                       |         |
| Unit                                                                |         |
|                                                                     |         |
| Communications Cabling                                              |         |
| Pull cable in conduit                                               |         |
| (0020) Polyethylene sheath, 100 pair                                | LF      |
| (0030) Install exposed interior cable, 26 pair                      | LF      |
| (0040) Install telephone terminal box                               | Each    |
| (0050) Install CAT 5 connector                                      | Each    |
| (0060) Install polyethylene cable terminal, 26 pair                 | Each    |
| (0070) Connect terminal stub to cable, polyethylene sheath, 26 pair | Each    |
| (0080) Install telephone, complete, any style, one line             | Each    |
| (0090) Splice telephone cable in building, vault, or manhole        |         |
| polyethylene sheath                                                 | Splice  |
| (0100) Testing                                                      | Each    |
| Minimum suggested crew size: one electrician and one laborer.       |         |
| Work Element Description                                                 | Unit    |
|--------------------------------------------------------------------------|---------|
| Man-hours per                                                            |         |
| Unit                                                                     |         |
|                                                                          |         |
| Communications Horizontal Cabling                                        |         |
| (0010) Install messenger suspension clamps                               | Each    |
| (0020) Attach messenger to suspension clamps                             | Feet    |
| (0030) Splicing overhead cable (straight splice) polyethylene sheath and |         |
| insulation100 pair                                                      | Splice  |
| (0040) Terminating cable at terminal box or main distribution frame (tag |         |
| splice) polyethylene sheath and insulation100 pair                      | Splice  |
| Minimum suggested crew size: one electrician and one helper.             |         |
|                                                                          |         |
| Communications Copper Horizontal Cabling                                 |         |
| (0010) Install CAT 6 cable                                               | LF      |
| (0100) Install connector RJ45, CAT 5 or 6                                | Each    |
| (0120) Install jack RJ45, CAT 5 or 6                                     | Each    |
| Minimum suggested crew size: one electrician.                            |         |


| Work Element Description                                     | Unit    |
|--------------------------------------------------------------|---------|
| Man-hours                                                    |         |
| per Unit                                                     |         |
|                                                              |         |
| Audio-Video Communications Systems                           |         |
| Public address system conventional                           |         |
| (0010) office                                                | Each    |
| (0020) industrial                                            | Each    |
| Sound system                                                 |         |
| (0030) speakers, ceiling, or wall mounted                    | Each    |
| (0040) speakers                                              | Each    |
| (0050) volume control                                        | Each    |
| (0060) amplifier, 250 watt                                   | Each    |
| (0070) cabinets                                              | Each    |
| Intercom, master                                             |         |
| (0080) up to 25 station capacity                             | Each    |
| (0090) remote station                                        | Each    |
| Emergency call system                                        |         |
| (0100) 12 zones, annunciator                                 | Each    |
| (0110) bell                                                  | Each    |
| (0120) light or relay                                        | Each    |
| (0130) transformer                                           | Each    |
| (0170) Terminal box                                          | Each    |
| (0180) Amplifier or power supply                             | Each    |
| (0190) Annunciator, master intercom, and amplifier           | Each    |
| (0200) Testing and other devices                             | Each    |
| Minimum suggested crew size: one electrician and one helper. |         |
| Work Element Description                      | Unit    |
|-----------------------------------------------|---------|
| Man-hours per                                 |         |
| Unit                                          |         |
|                                               |         |
| Alarm Panels and Devices                      |         |
| Fire alarm control panel,                     |         |
| (0010) 4 zones                                | Each    |
| (0020) 8 zones                                | Each    |
| (0030) 12 zones                               | Each    |
| (0035) Fire alarm actuating device            | Each    |
| (0040) Battery and rack                       | Each    |
| (0050) Warning device, bell, strobe etc.      | Each    |
|                                               |         |
| Fire and Heat Detectors                       |         |
| (0010) Detector, rate of rise                 | Each    |
|                                               |         |
| Smoke Detectors                               |         |
| (0010) Detector, smoke, ceiling type          | Each    |
| (0020) Duct type                              | Each    |
| Minimum suggested crew size: one electrician. |         |

## Chapter 5 Annex R Division 31 Earthwork 5.R.1 Introduction

Division 31, earthwork, was previously categorized in MasterFormat 1995 Division 2 and covers earthwork-related items. The scope of work includes clearing and grubbing, tree and shrub removal, and soil stripping and stockpiling. Major earthwork items include grading, excavation, shoring, dewatering, backfill, compaction, hauling, erosion control, soil stabilization, shoring, and piles. Special categories include drilling, blasting, and ripping.

Most of the work in these divisions can be found on the civil drawings. Estimators should review all drawings for applicability to earthwork requirements. Ensure alignment between specifications and drawings. Review the Division 31 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Refer to FM 5-434/MCRP 3-3-40D.9 for further information on the process of estimating equipment production rates, characteristics, operation techniques, and soil considerations for earthmoving equipment. It provides information to help select the most economical and effective equipment for each individual operation.

Figures 5-R-1 through 5-R-25 present data and guidelines for estimating items found in Division 31. Production rates found in this division apply to all construction equipment regardless of make or model. The equipment used in this division is generic examples only. Information for production calculations should be obtained from the operation and maintenance manuals for the make and model of the equipment being used.

Converted To
Materiel Type
Converted From
Bank
Loose
Compacted
Bank

1.11
0.95
Sand or gravel (soil Type C)
Loose
0.90

0.86
Compacted
1.05
1.17
Bank

1.25
0.90
Loam (soil Type B)
Loose
0.80

0.72
Compacted
1.11
1.39
Bank

1.43
0.90
Clay (soil Type A)
Loose
0.70

0.63
Compacted
1.11
1.59
Rock (blasted)
Bank

1.50
1.30
Loose
0.67

0.87
Compacted
0.77
1.15
Bank

1.50
1.30
Loose
0.67

0.87
Coral (comparable to lime rock)
Compacted
0.77
1.15

1. The cubic volume of fill (as compacted in place) times the multiplier equals the cubic volume of loose
materiel required to be compacted fill.
2. Can also be applied as cubic volume in place times the multiplier equals the cubic volume of loose
materiel to be moved.

Bank
Materiel
Loose
(Pounds per CYD)
(Pounds per CYD)
Swell (%)
Load Factor
Cement, Portland
2,450
2,950
20
0.83
Clay, dry
2,100
2,650
26
0.79
Clay, wet
2,700
3,575
32
0.76
Clay and gravel, dry
2,400
2,800
17
0.85
Clay and gravel, wet
2,600
3,100
17
0.85
Concrete
2,650
3,700
40
0.72
Concrete, wet mix
3,600
3,600
40
0.72
Earth, loam, dry
2,215
2,850
29
0.78
Earth, loam, wet
2,750
3,380
23
0.81
Granite
2,800
4,560
65
0.60
Gravel, 1/4 to 2 inches, dry
2,780
3,140
13
0.88
Gravel, 1/4 to 2 inches, wet
3,090
3,620
17
0.85
Laterite
3,900
5,200
33
0.75
Limestone, blasted
2,500
4,250
69
0.59
Limestone, crushed
2,700
4,500
67
0.60
Limestone, marble
2,700
4,500
69
0.59
Mud, dry
2,100
2,550
21
0.82
Mud, wet
2,650
3,200
21
0.83
Sand, dry
2,900
3,250
12
0.89
Sand, wet
3,200
3,600
13
0.89
Sand and gravel, dry
2,900
3,250
12
0.89
Sand and gravel, wet
3,400
3,750
10
0.91
Sandstone, shot
2,700
4,250
58
0.64
Shale, riprap
2,100
2,800
33
0.75
Slate
3,600
4,700
30
0.77
Coral, class #2, soft
2,030
2,900
67
0.60
Coral, class #1, hard
2,440
4,075

1. The above numbers are averages for common materiels. Weights and load factors vary with such
factors as grain size, moisture content, and degree of compaction. If an exact weight for a specific
materiel must be determined, run a test on a sample of that particular materiel.
2. Percent of swell times the bank (in place) CYD equals the loose CYDs to be moved.
3. Load factor times the loose CYDs equals bank CYDs being moved.
4. Swell (%) = ((Weight per bank CYD/Weight per loose CYD) - 1)  100.

| Soil Type          | Run/Rise Ratio    |   Slope Angle  |
|--------------------|-------------------|----------------|
| Stable rock        | Vertical          |            90  |
| Type A             | 3/4:1             |            53  |
| Type B             | 1:1               |            45  |
| Type C             | 1 1/2:1           |            34  |
| Type A (temporary) | 1/2:1             |            63  |

Note: Figure 5-R-5 illustrates this content. This is just one sample; refer to USACE's Engineer Manual (EM) 385-1-1, Safety and Health Requirements Manual, for other sloping and bending configurations.



Trench Width (Inches)
Trench
Depth
12
18
24
30
36
42
48
(Inches)
Content of Trench, CYD, per Foot of Length
06
0.019
0.028
0.037
0.046
0.056
0.066
0.074
12
0.037
0.560
0.074
0.093
0.111
0.130
0.148
18
0.056
0.083
0.111
0.139
0.167
0.194
0.223
24
0.074
0.111
0.148
0.185
0.222
0.260
0.296
30
0.093
0.138
0.185
0.232
0.278
0.324
0.370
36
0.111
0.166
0.222
0.278
0.333
0.389
0.445
42
0.130
0.194
0.259
0.324
0.389
0.454
0.520
48
0.148
0.222
0.296
0.370
0.445
0.520
0.592
54
0.167
0.250
0.333
0.416
0.500
0.584
0.667
60
0.186
0.278
0.370
0.463
0.555
0.649
0.741
Square Tracts of Land
Acres
Length of One Side of
Square Track (feet)
Area (SF)
1/10
66.0
4,356
1/8
73.8
5,445
1/6
85.2
7,260
1/4
104.4
10,890
1/3
120.5
14,520
1/2
147.6
21,780
3/4
180.8
32,670
1
208.7
43,560
1 1/2
255.6
63,340
2
295.2
87,120
2 1/2
330.0
108,900
3
361.5
130,680
5
466.7
217,800
| Depth in Inches or    | CYD to be Removed    |
|-----------------------|----------------------|
| Depth in Feet         |                      |
| CYD to be Removed     |                      |
| Feet                  | per SF of Area       |
| 2.0 inches            | 0.006                |
| 4.0 inches            | 0.012                |
| 6.0 inches            | 0.018                |
| 8.0 inches            | 0.025                |
| 10.0 inches           | 0.031                |
| 1.0 feet              | 0.037                |
| 1.5 feet              | 0.056                |
| 2.0 feet              | 0.074                |
| 2.5 feet              | 0.093                |
| 3.0 feet              | 0.111                |
| 3.5 feet              | 0.130                |
| 4.0 feet              | 0.148                |

Example: Assume that excavation is 24 by 30 feet and 6 feet deep (24  30 = 720). In the table, the 6-foot depth has a factor of 0.222 (the number of CYD in an excavation 1 SF and 6 feet deep). Therefore, 720  0.222 = 159.84 CYD.

| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
|                                                                         |         |
| Clear and Grub Site                                                     |         |
| Cut and chip trees; 3 CYD crawler loader, brush chipper, and chain saws |         |
| (0010) light trees to 6-inch diameter                                   | Acre    |
| (0020) grub stumps and remove                                           | Acre    |
| (0030) medium trees to 12-inch diameter                                 | Acre    |
| (0040) grub stumps and remove                                           | Acre    |
| (0050) heavy trees to 24-inch diameter                                  | Acre    |
| (0060) grub stumps and remove                                           | Acre    |
| Minimum suggested crew size: one equipment operator and one laborer.    |         |
|                                                                         |         |
| Selective Clearing                                                      |         |
| (0010) Clearing brush with brush saw                                    | Acre    |
| (0020) by hand                                                          | Acre    |
| (0030) with dozer, ball and chain, light clearing                       | Acre    |
| (0040) medium clearing                                                  | Acre    |
| (0050) with dozer, brush rake, light brush                              | Acre    |
| (0060) medium brush to 4-inch diameter                                  | Acre    |
| (0070) heavy brush to 4-inch diameter                                   | Acre    |
| Brush mowing, tractor with rotary mower                                 |         |
| (0080) light density                                                    | Acre    |
| (0090) medium density                                                   | Acre    |
| (0100) heavy density                                                    | Acre    |
| Minimum suggested crew size: one equipment operator and one laborer.    |         |
|                                                                         |         |
| Selective Tree Removal                                                  |         |
| Remove selective trees, onsite using chain saws and chipper,            |         |
| (0010) not including stumps, up to 6-inch diameter                      | Each    |
| (0020) 8- to 12-inch diameter                                           | Each    |
| (0030) 13- to 24-inch diameter                                          | Each    |
| (0040) 25- to 36-inch diameter                                          | Each    |
| Stump removal onsite by hydraulic backhoe, 1 1/2 CYD                    | Each    |
| (0050) 4- to 12-inch diameter                                           | Each    |
| (0060) 13- to 36-inch diameter                                          | Each    |
| Minimum suggested crew size: one equipment operators and one laborer.   |         |
|                                                                         |         |
| Topsoil Stripping and Stockpiling                                       |         |
| CYD                                                                     | 0.020   |
| 200-foot haul                                                           |         |
| Minimum suggested crew size: one equipment operator and one laborer.    |         |
| Note: One acre = 43,560 SF or 4,840 SY                                  |         |

## Motor Grader Production, Hour Per Bank Cyd


31 22 16 Fine Grading

| Type of Operation                                    | Hour per Bank CYD    |
|------------------------------------------------------|----------------------|
| (0010) Cut "V" ditch, easy (soil Type C)             | 0.0060               |
| (0020) Cut "V" ditch, medium (soil Type B)           | 0.0100               |
| (0030) Cut "V" ditch, hard (soil Type A)             | 0.0175               |
| (0040) Trim and spread materiel                      | 0.0133               |
| Motor Grader Production, Hour per Square Foot        |                      |
| Type of Operation (see Note 2)                       | Hour per Square Foot |
| (0110) Shape banks and slopes (large area)           | 0.0013               |
| (0120) Shape banks and slopes (small area)           | 0.0026               |
| (0130) Rough grade (large area)                      | 0.0004               |
| (0140) Rough grade (small area)                      | 0.0008               |
| (0150) Fine grade (blue top, large area)             | 0.0017               |
| (0160) Fine grade (blue top, small area)             | 0.0034               |
| Minimum suggested crew size: one equipment operator. |                      |

Notes:

1. All figures are in bank CYD. 2. Small areas require additional directional changes and maneuvering.

| Work Element Description                                                      | Unit     |
|-------------------------------------------------------------------------------|----------|
| Man-hours                                                                     |          |
| per Unit                                                                      |          |
|                                                                               |          |
| Excavating, Trench, or continuous footing,                                    |          |
| Common earth with no sheeting or dewatering included                          |          |
| (0010) 1 to 4 feet deep, 3/8 CYD excavator                                    | Bank CYD |
| (0020) 1/2 CYD excavator                                                      | Bank CYD |
| Loam and sandy clay with no sheeting or dewatering included                   |          |
| (0030) 1 to 4 feet deep, 3/8 CYD tractor loader/backhoe                       | Bank CYD |
| (0040) 1/2 CYD excavator                                                      | Bank CYD |
| Sand and gravel with no sheeting or dewatering included                       |          |
| (0050) 1 to 4 feet deep, 3/8 CYD excavator                                    | Bank CYD |
| (0060) 1/2 CYD excavator                                                      | Bank CYD |
| Dense hard clay with no sheeting or dewatering included                       |          |
| (0070) 1 to 4 feet deep, 3/8 CYD excavator                                    | Bank CYD |
| (0080) 1/2 CYD excavator                                                      | Bank CYD |
| (0090) Backfill trench, front end loader, wheel mounted, 1 CYD, 100 foot haul | CYD      |
| Work Element Description                                               | Unit     |
|------------------------------------------------------------------------|----------|
| Man-hours                                                              |          |
| per Unit                                                               |          |
|                                                                        |          |
| Excavating, Utility Trench                                             |          |
| Common earth, chain trencher, 12 horsepower, operator walking          |          |
|                                                                        |          |
| (0010) 4-inch-wide trench, 12 to 24 inches deep                        | LF       |
|                                                                        |          |
| 0.015                                                                  |          |
|                                                                        |          |
| (0020) 6-inch-wide trench, 12 to 24 inches deep                        | LF       |
|                                                                        |          |
| 0.020                                                                  |          |
|                                                                        |          |
| (0030) 36 inches deep                                                  | LF       |
|                                                                        |          |
| 0.024                                                                  |          |
| (0040) 8-inch-wide trench, 12 inches deep                              | LF       |
|                                                                        |          |
| 0.023                                                                  |          |
|                                                                        |          |
| (0050) 18 inches deep                                                  | LF       |
|                                                                        |          |
| 0.027                                                                  |          |
|                                                                        |          |
| (0060) 24 inches deep                                                  | LF       |
|                                                                        |          |
| 0.031                                                                  |          |
|                                                                        |          |
| (0070) 36 inches deep                                                  | LF       |
|                                                                        |          |
| 0.036                                                                  |          |
|                                                                        |          |
| Backfill by hand including compaction, add                             |          |
|                                                                        |          |
| (0080) 4-inch-wide trench, 12 inches deep, minimum                     | LF       |
|                                                                        |          |
| 0.013                                                                  |          |
|                                                                        |          |
| (0090) 8-inch-wide trench, 36 inches deep, maximum                     | LF       |
|                                                                        |          |
| 0.078                                                                  |          |
|                                                                        |          |
| Chain trencher, 40 horsepower, operator riding                         |          |
|                                                                        |          |
| (0100) 6-inch-wide trench and backfill, 12 inches deep                 | LF       |
|                                                                        |          |
| 0.009                                                                  |          |
|                                                                        |          |
| (0110) 60 inches deep                                                  | LF       |
|                                                                        |          |
| 0.016                                                                  |          |
|                                                                        |          |
| (0120) 16-inch-wide trench, 12 to 24 inches deep                       | LF       |
|                                                                        |          |
| 0.015                                                                  |          |
|                                                                        |          |
| Hand excavation, trim for pipe bells                                   |          |
|                                                                        |          |
| (0130) 8-inch pipe                                                     | LF       |
|                                                                        |          |
| 0.069                                                                  |          |
|                                                                        |          |
| (0140) 18-inch pipe                                                    | LF       |
|                                                                        |          |
| 0.082                                                                  |          |
|                                                                        |          |
|                                                                        |          |
| Excavation for Minor Structures                                        |          |
| (0010) Hand digging, pits to 6 feet deep, sandy soil                   | Bank CYD |
|                                                                        |          |
| 1.330                                                                  |          |
| (0020) Hand digging, pits to 6 feet deep, heavy soil or clay           | Bank CYD |
|                                                                        |          |
| 2.660                                                                  |          |
| (0030) Hand digging, pits 6 to 12 feet deep, sandy soil                | Bank CYD |
|                                                                        |          |
| 2.128                                                                  |          |
| (0040) Hand digging, pits 6 to 12 feet deep, heavy soil or clay        | Bank CYD |
|                                                                        |          |
| 3.547                                                                  |          |
| (0050) Hand digging, pits 12 to 18 feet deep, sandy soil               | Bank CYD |
|                                                                        |          |
| 2.660                                                                  |          |
| (0060) Hand digging, pits 12 to 18 feet deep, heavy soil or clay       | Bank CYD |
|                                                                        |          |
| 5.320                                                                  |          |
| (0070) Hand loading trucks from stock pile, heavy soil or clay         | Bank CYD |
|                                                                        |          |
| 1.330                                                                  |          |
| (0080) Hand compact with pneumatic                                     |          |
|                                                                        |          |
| 0.8                                                                    |          |
| (0090) Hand compact with vibratory                                     |          |
|                                                                        |          |
| 0.200                                                                  |          |
| For wet or muck hand excavation, multiply by 1.50.                     |          |
|                                                                        |          |
| Machine excavation, for spread footings and small building foundations |          |
|                                                                        |          |
| (0100) Common earth, hydraulic backhoe, 1/2 CYD bucket                 | Bank CYD |
|                                                                        |          |
| 0.387                                                                  |          |
| (0110) 1 CYD bucket                                                    | Bank CYD |
|                                                                        |          |
| 0.197                                                                  |          |
| (0120) 2 CYD bucket                                                    | Bank CYD |
|                                                                        |          |
| 0.106                                                                  |          |
| (0130) Sand and gravel, 3/4 CYD bucket                                 | Bank CYD |
|                                                                        |          |
| 0.213                                                                  |          |
| (0140) 1 CYD bucket                                                    | Bank CYD |
|                                                                        |          |
| 1.769                                                                  |          |
| (0150) 2 CYD bucket                                                    | Bank CYD |
|                                                                        |          |
| 0.097                                                                  |          |
| (0160) Clay, till, or blasted rock, 3/4 CYD bucket                     | Bank CYD |
|                                                                        |          |
| 2.6600                                                                 |          |
| (0170) 1 CYD bucket                                                    | Bank CYD |
|                                                                        |          |
| 0.223                                                                  |          |
| (0180) 2 CYD bucket                                                    | Bank CYD |
|                                                                        |          |
| 0.121                                                                  |          |
| (0190) Sandy clay and loam, hydraulic backhoe, 1/2 CYD bucket          | Bank CYD |
|                                                                        |          |
| 0.355                                                                  |          |
| (0200) 1 CYD bucket                                                    | Bank CYD |
|                                                                        |          |
| 0.184                                                                  |          |
| (0210) 1 1/2 CYD bucket                                                | Bank CYD |
|                                                                        |          |
| 0.137                                                                  |          |
| For loading onto trucks, multiply by 1.15.                             |          |
|                                                                        |          |
| Minimum suggested crew size: one equipment operator and one laborer.   |          |
| Work Element Description                                                      | Unit    |
|-------------------------------------------------------------------------------|---------|
| Man-hours per                                                                 |         |
| Unit                                                                          |         |
|                                                                               |         |
| Drilling and Blasting Rock                                                    |         |
| Drill Holes:                                                                  |         |
| (0010) Jackhammer, 2.5-inch diameter (medium)                                 | Feet    |
| (0020) Jackhammer, 2.5-inch diameter (hard)                                   | Feet    |
| (0030) Crawler-mounted rock drill, 2.5-inch diameter (medium)                 | Feet    |
| (0040) Crawler-mounted rock drill, 2.5-inch diameter (hard)                   | Feet    |
| (0050) Load and shoot holes                                                   | Each    |
| Minimum suggested crew size: Jackhammerone operator per drill                |         |
| Crawler-mounted rock drilltwo operators per drill                            |         |
| Load/shootminimum of four crew members.                                      |         |
| Note: Times may vary depending on type of rock, equipment, and/or explosives. |         |
Excavation from Pit to Truck/Pile Hours per Loose CYD
Bucket Size
Haul Distance (Feet)
CYD
50
100
150
200
31 23 16.42 Excavating, Bulk Bank Measure
1.25
(0010) 0.0256
(0020) 0.0357
(0030) 0.0476
(0040) 0.0588
2.50
(0050) 0.0081
(0060) 0.0109
(0070) 0.0133
(0080) 0.0161
5.00
(0090) 0.0047
(0100) 0.0062
(0110) 0.0075
(0120) 0.0091

Note: Figures are in loose CYD. Use Figure 5-R-2 to find the amount of bank (in place) CYD removed.

Example: 2 1/2 CYD loader at 50-foot haul = 1/0.0081 = 124 loose CYD in 1 hour. 124 CYD  swell factor for earth, loam, dry = 124  0.81 = 100 bank CYD in 1 hour.

Clamshell Production90-degree Swing Hour per Loose CYD (50-minute Hour)
Work Element
Description
0.75 CYD
1.50 CYD
2.50 CYD
31 23 16.42
Excavating, Bulk Bank Measure Loose sand/gravel
(0210) 0.0250
(0230) 0.0143
(0250) 0.0095
Pit excavation
(0220) 0.0294
(0240) 0.0167
(0260) 0.0111

Notes:
1. Figures are based on loose CYD. Refer to Figure 5-R-2 to find the amount of bank CYD. 2. Boom swing is for 90 degrees.

## Dragline Production90-Degree Swing Hour Per Bank Cyd (50-Minute Hour)

Class of Materiel
Bucket Size
Optimum Digging
(CYD)
Depth (feet)
Sand/Gravel
Common Earth
Dense Clay
31 23 16.42
Excavating, Bulk Bank Measure
0.75
6.00
(0310) 0.0143
(0320) 0.0147
(0330) 0.0200
1.50
7.33
(0340) 0.0086
(0350) 0.0095
(0360) 0.0112
2.50
8.50
(0370) 0.0061
(0380) 0.0069
(0390) 0.0079

Note: Figures are in bank CYD. Refer to Figure 5-R-2 to find the amount of loose CYD.

Power Excavators Production Hour per Bank CYD (50-Minute Hour)
Equipment Type
Bucket Size
Hour per Bank CYD


31 23 16.42 Excavating, Bulk Bank Measure Tractor-mounted backhoes
3/8 CYD
(0410) 0.1000

1/2 CYD
(0420) 0.0769
Excavator, hydraulic hoes
3/4 CYD
(0430) 0.0250
1 CYD
(0440) 0.0182
1 1/2 CYD
(0450) 0.0139

Note: Figures are in bank CYD. Refer to Figure 5-R-2 to find the amount of loose CYD.

Loose CYD Age Production Hours per Loose CYD (50-Minute Hour)
Haul Distance (Feet)
Dozer Size
50
100
150
200
300
400


31 23 16.46
Excavating, Bulk, Dozer Large
(0010)
(0015)
(0020)
(0025)
(0030)
(0035)
(Example: D-8)
0.0023
0.0035
0.0048
0.0059
0.008
0.0105
Medium
(0040)
(0045)
(0050)
(0055)
(0060)
(0065)
(Example: D-7/FD20)
0.0027
0.0049
0.0065
0.010
0.0135
0.0182
Small
(0070)
(0075)
(0080)
(0085)
(0090)

(Example: D-5/1150)
0.0095
0.0154
0.0217
0.0294
0.0455


Notes:
1. Figures are in loose CYD. Refer to Figure 5-R-2 to find the amount of bank CYD.

2. Production is based on slot dozing. If work is done without slots, use 0.75 multiplier.

Wheel Tractor Scraper Production Hour per Loose CYD
Scraper Size
One Way Haul Distance (feet)
1,000
2,000
3,000
4,000
5,000


31 23 16.50
Excavation, Bulk, Scrapers 1428 loose CYD
(0010)
0.0082
(0020)
0.0116
(0030)
0.0159
(0040)
0.0200
(0050)
0.0233
2131 loose CYD
(0060)
0.0038
(0070)
0.0061
(0080)
0.0083
(0090)
0.0105
(0100)
0.0123

Notes:
1. All figures in loose CYD. 2. Estimate figure is based on required size crawler tractor push loading.

| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours per                                                  |         |
| Unit                                                           |         |
|                                                                |         |
| Backfill                                                       |         |
| (0010) Backfill by hand, light soil, no compaction             | CYD     |
| CYD                                                            |         |
| 0.5710                                                         |         |
| 0.8060                                                         |         |
| (0020) Backfill by hand, 12 inch lifts w/hand tamp compaction, |         |
| light soil                                                     |         |
Dump Truck Production Hour per Loose CYD
Average Haul Distance One Way (Miles)
Average
Speed
1
2
3
4
5
31 23 23.20 Hauling
5 Ton Dump Trucks
10 MPH
(0000) 0.0877
(0010) 0.1429
(0020) 0.2000
(0030) 0.2500
(0040) 0.3030
15 MPH
(0002) 0.0680
(0012) 0.1064
(0022) 0.1429
(0032) 0.1786
(0042) 0.2174
20 MPH
(0004) 0.0595
(0014) 0.0870
(0024) 0.1149
(0034) 0.1429
(0044) 0.1695
30 MPH
(0006) 0.0505
(0016) 0.0690
(0026) 0.0870
(0036) 0.1053
(0046) 0.1250

20 Ton Dump Trucks
10 MPH
(0050) 0.0092
(0060) 0.0476
(0070) 0.0667
(0080) 0.0833
(0090) 0.1010
15 MPH
(0052) 0.0227
(0062) 0.0355
(0072) 0.0476
(0082) 0.0595
(0092) 0.0725
20 MPH
(0054) 0.0198
(0064) 0.0290
(0074) 0.0383
(0084) 0.0476
(0094) 0.0565
30 MPH
(0056) 0.0168
(0066) 0.0230
(0076) 0.0290
(0086) 0.0351
(0096) 0.0417

1. All figures are in loose CYD for 5 and 20-ton military dump trucks.
2. 2.5 CYD front-end loader required to load 5-ton trucks. 5 CYD front-end loader for 20-ton trucks. 3. Estimates based on loading time of 4 minutes and a dumping time of 3 minutes.
Legend: MPH = miles per hour

Roller Production: Hour per Compacted CYD
Number of Passes
Type of Roller
Speed
in MPH
Lift in Inches
3
4
5
6


31 23 23.24
Compaction, Structural Towed grid
5
6
(0010)
0.0018
(0020)
0.0025
(0030)
0.0031
(0040)
0.0037
Vibratory
2
6
(0050)
0.0034
(0060)
0.0046
(0070)
0.0057
(0080)
0.0069
Smooth steel drums
1.5
3
(0110)
0.0093
(0120)
0.0122
(0130)
0.0154
(0140)
0.0185
Multi-tired pneumatic
2
3
(0150)
0.0079
(0160)
0.0105
(0170)
0.0132
(0180)
0.0156
High-speed tamping foot
6
6
(0210)
0.0011
(0220)
0.0015
(0230)
0.0019
(0240)
0.0023
12 mile


3 mile
haul
6 mile
haul
haul

Water Truck, 3,000 gallon

(0300)
0.0080
(0310)
0.0110
(0320)
0.0160

Water Truck, 6,000 gallon

(0330)
0.0040
(0340)
0.0050


Notes:

1. All figures are in hours/compacted CYD. 2. Use Figure 5-R-2 to estimate loose CYD of fill requirements. 3. For small areas that require more directional changes and maneuvering, use 0.5 multiplier. 4. The number of machine passes required is dependent on soil type, moisture content, desired
density, and machine compaction effort.
5. The number of passes can only be determined by testing the density of the compacted materiel
onsite.

| Work Element Description                                                                           | Unit    |
|----------------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                                      |         |
| Unit                                                                                               |         |
|                                                                                                    |         |
| Erosion Control                                                                                    |         |
| (0010) Place jute mesh, plastic netting, or polypropylene membrane                                 | SY      |
| (0030) Place nylon, 3 dimensional geomatrix, 12 mil thick                                          | SY      |
| (0110) Machine-place riprap materiel                                                               | CYD     |
| (0120) Hand-fill voids in riprap                                                                   | SY      |
| Minimum suggested crew size: Place ripraptwo operators for crane, using tongs/clamshell, with two |         |
| crewmembers on tag lines placing rock.                                                             |         |

Note: Placing riprap should entail 120 man-hours if interlocked.

| Work Element Description                                       | Unit         | Man-hours per Unit    |
|----------------------------------------------------------------|--------------|-----------------------|
| 31 36 00.00                                                    |              |                       |
| HESCO Concertainer Description (Install only, no fill)         |              |                       |
|                                                                | Bottom Layer | Upper Layer           |
| MIL 1, 54 in by 42 in by 32 ft 9 in, 9 cell, straight section  | Each         | (0010) 0.3333         |
| MIL 1, 54 in by 42 in by 32 ft 9 in, 9 cell, corner section    | Each         | (0030) 0.4667         |
| MIL 1, 108 in by 42 in by 10 ft 6 in, 3 cell, straight section | Each         |                       |
| MIL 2, 24 in by 24 in by 4 ft, 2 cell, straight section        | Each         | (0050) 0.0333         |
| MIL 3, 39 in by 39 in by 32 ft, 10 cell, straight section      | Each         | (0090) 0.01333        |
| MIL 3, 39 in by 39 in by 32 ft, 10 cell, corner section        | Each         | (0110) 0.2667         |
| MIL 4, 39 in by 60 in by 32 ft, 10 cell, straight section      | Each         | (0130) 0.2000         |
| MIL 4, 39 in by 60 in by 32 ft, 10 cell, corner section        | Each         | (0150) 0.4000         |
| MIL 5, 24 in by 24 in by 10 ft, 5 cell, straight section       | Each         | (0170) 0.0667         |
| MIL 5, 24 in by 24 in by 10 ft, 5 cell, corner section         | Each         | (0190) 0.1333         |
| MIL 6, 66 in by 24 in by 10 ft, 5 cell, straight section       | Each         | (0210) 0.2000         |
| MIL 7, 87 in by 84 in by 90 ft, 13 cell, straight section      | Each         | (0230) 1.5000         |
| MIL 7, 87 in by 84 in by 90 ft, 13 cell, corner section        | Each         | (0250) 2.0000         |
| MIL 8, 54 in by 48 in by 32 ft, 9 cell, straight section       | Each         | (0270) 0.3333         |
| MIL 8, 54 in by 48 in by 32 ft, 9 cell, corner section         | Each         | (0290) 0.4667         |
| MIL 9, 39 in by 30 in by 30 ft, 12 cell, straight section      | Each         | (0310) 0.1333         |
| MIL 9, 39 in by 30 in by 30 ft, 12 cell, corner section        | Each         | (0330) 0.2667         |
| MIL 10, 87 in by 60 in by 95 ft, 20 cell, straight section     | Each         | (0350) 1.500          |
| MIL 10, 87 in by 60 in by 95 ft, 20 cell, corner section       | Each         | (0370) 2.000          |
| EPW 1, 84 in by 42 in by 108 ft, 30 cell, straight section     | Each         | (0390) 1.000          |
| Suggested crew size: two to six laborers                       |              |                       |
| Install fill in Consertainers                                  | Unit         | Bottom Layer          |
| Manual fill                                                    | CYD          | (0900) 0.9333         |
| Machine fill                                                   | CYD          | (0920) 0.0489         |
| Suggested crew size one equipment operator, four laborers      |              |                       |

Legend: EPW = enhanced protective wall ft = feet in = inches

| Work Element Description                                               | Unit    |
|------------------------------------------------------------------------|---------|
| Man-hours per                                                          |         |
| Unit                                                                   |         |
|                                                                        |         |
| Sheet Piling Systems                                                   |         |
| SF of                                                                  |         |
| (0005) Installation and removal of solid 2-inch sheeting for           |         |
| trenches 5 to 10 feet deep and 42 inches to 12 feet wide               |         |
| bank surface                                                           |         |
| 0.1600                                                                 |         |
| (0010) Sheet piling, no wales, 22 psf, 15 ft excavation, left in place | Ton     |
| (0020) Sheet piling, no wales, 22 psf, 15 ft excavation, drive,        |         |
| extract and salvage                                                    |         |
| Ton                                                                    | 16.0005 |
| (0030) Sheet piling, no wales, 27 psf, 20 ft excavation, left in place | Ton     |
| (0040) Sheet piling, no wales, 27 psf, 20 ft excavation, drive,        |         |
| extract and salvage                                                    |         |
| Ton                                                                    | 14.6565 |
| (0050) Sheet piling, no wales, 38 psf, 25 ft excavation, left in place | Ton     |
| (0060) Sheet piling, no wales, 38 psf, 25 ft excavation, drive,        |         |
| extract and salvage                                                    |         |
| Ton                                                                    | 9.1420  |
| (0070) Sheet piling, no wales, 38 psf, 40 ft excavation, left in place | Ton     |
| (0080) Sheet piling, no wales, 38 psf, 40 ft excavation, drive,        |         |
| extract and salvage                                                    |         |
| Ton                                                                    | 7.8360  |
| (0110) Sheet piling, no wales, 22 psf, 15 ft excavation, left in place | SF      |
| (0120) Sheet piling, no wales, 22 psf, 15 ft excavation, drive,        |         |
| extract and salvage                                                    |         |
| SF                                                                     | 0.1755  |
| (0130) Sheet piling, no wales, 27 psf, 20 ft excavation, left in place | SF      |
| (0140) Sheet piling, no wales, 27 psf, 20 ft excavation, drive,        |         |
| extract and salvage                                                    |         |
| SF                                                                     | 0.1980  |
| (0150) Sheet piling, no wales, 38 psf, 25 ft excavation, left in place | SF      |
| (0160) Sheet piling, no wales, 38 psf, 25 ft excavation, drive,        |         |
| extract and salvage                                                    |         |
| SF                                                                     | 0.1740  |

Minimum suggested crew size: three crane crew operators and five pile drivers Notes:

1. Work for typical unstable soil includes: solid sheeting; 4- by 6-inch stringers; 4-foot center-to-center
hangers; cleats and 4- by 6-inch cross bracing spaced 7 feet center to center.
2. Design of shoring and sheeting will vary with soil conditions, width, and depth of trench, etc.
3. Installation should be in accordance with the EM 385-1-1.
Legend: psf = pounds per square foot

| Work Element Description                                                       | Unit    |
|--------------------------------------------------------------------------------|---------|
| Man-hours per                                                                  |         |
| Unit                                                                           |         |
|                                                                                |         |
| Driven Piles                                                                   |         |
| (0010) 25-foot wood piling                                                     | Each    |
| (0020) 50-foot wood piling                                                     | Each    |
| (0030) 75-foot wood piling                                                     | Each    |
| (0040) 25-foot steel piling                                                    | Each    |
| (0050) 50-foot steel piling                                                    | Each    |
| (0060) 75-foot steel piling                                                    | Each    |
| (0070) 40-foot precast concrete piling                                         | Each    |
| (0080) 60-foot precast concrete piling                                         | Each    |
| (0090) 80-foot precast concrete piling                                         | Each    |
| (0100) Steel sheet piling                                                      | SF      |
| (0110) Assemble and rig leads and hammer                                       | Each    |
| (0120) Dismantle leads and hammer                                              | Each    |
| Minimum suggested crew size: three crane crew operators and five pile drivers. |         |

1. Man-hour figures are preliminary estimate only. The many variables of this work require onsite
determinations for accurate estimates.
2. Factors of importance are: design, soil, equipment and method used, tides, access to site, currents,
materiels storage, etc.
3. Work included is preparation of pile, placing in leads, driving, and cutoff. 4. For concrete-filled, fluted, hollow steel piling and pipe piling for spudding pontoon, small craft, finger
piers, use the steel bearing pile figures.
INTENTIONALLY BLANK

## Chapter 5 Annex S Division 32 Exterior Improvements 5.S.1 Introduction

Division 32, exterior improvements, was previously categorized in MasterFormat 1995 Division 2. The scope of work includes site improvement maintenance data (e.g., pavement maintenance, snow removal, and landscape maintenance); sidewalks, driveways, and patios; base course gravel and crushed stone; bituminous-stabilized base course; asphalt paving of roads and rigid concrete paving; and unit pavers, in addition to other paving specialties such as cast-in-place, precast, and bituminous concrete curbs. Site improvements include fencing, retaining walls, fabricated bridges, and landscaping.

Most of the work in this division can be found on the civil drawings. Ensure alignment between specifications and drawings. Review the Division 32 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks if applicable. Refer to TM 3-34.63/FM 5-436, Paving and Surfacing Operations, for further information for bituminous and concrete operations for roads and airfields. It contains information on construction materiels and equipment and the mix design, production, placement, and repair of concrete and bituminous pavements.

| Work Element Description            | Equipment                     | Unit                 |
|-------------------------------------|-------------------------------|----------------------|
| Equipment                           |                               |                      |
| Hours per Unit                      |                               |                      |
|                                     |                               | 32 01 11.00          |
| Pavement Cleaning (Snow Removal)    |                               |                      |
| Roads and Airfields:                |                               |                      |
| Light snowfall (less than 2 inches) | (0010) Salt truck             | Mile (15 feet width) |
| (salting and/or sanding)            | (0020) Dump truck and shovels | Mile (10 feet width) |
| Medium snowfall (2 to 6 inches)     | (0030) Dump truck with plow   | Mile (6 feet width)  |
| (plowing)                           | (0040) Plow grader            | Mile (10 feet width) |
| Heavy snowfall (over 6 inches)      | (0050) Dump truck with plow   | Mile (6 feet width)  |
| (plowing and blowing)               | (0060) Heavy-duty blower      | Mile (6 feet width)  |


| Work Element Description                                                     | Equipment               | Unit                               |
|------------------------------------------------------------------------------|-------------------------|------------------------------------|
|                                                                              |                         | 32 01 11.00                        |
| Pavement Cleaning (Snow Removal)                                             |                         |                                    |
| Sidewalks:                                                                   |                         |                                    |
| Light snowfall (less than 2 inches)                                          | (0110) Men              |                                    |
| 1,000 LF                                                                     |                         |                                    |
| 1.80                                                                         |                         |                                    |
|                                                                              | (0120) Sidewalk tractor | 0.25                               |
| Medium snowfall (2 inches)                                                   | (0130) Men              |                                    |
| 1,000 LF                                                                     |                         |                                    |
| 2.00                                                                         |                         |                                    |
|                                                                              | (0140) Sidewalk tractor | 0.2500                             |
| Medium snowfall (4 inches)                                                   | (0150) Men              |                                    |
| 1,000 LF                                                                     |                         |                                    |
| 3.00                                                                         |                         |                                    |
|                                                                              | (0160) Sidewalk tractor | 0.3000                             |
| Medium snowfall (6 inches)                                                   | (0170) Men              |                                    |
| 1,000 LF                                                                     |                         |                                    |
| 4.00                                                                         |                         |                                    |
|                                                                              | (0180) Sidewalk tractor | 0.3500                             |
| Heavy snowfall (over 6 inches)                                               | (0190) Men              |                                    |
| 1,000 LF                                                                     |                         |                                    |
| 4.0 + 0.5 per inch over 6 inches                                             |                         |                                    |
|                                                                              | (0200) Sidewalk tractor | 0.35 + 0.06 per inch over 6 inches |
| Note: Estimate does not include refueling, maintenance, time reloading, etc. |                         |                                    |
| Work Element Description                                | Unit    | Hours per Unit    |
|---------------------------------------------------------|---------|-------------------|
|                                                         |         | 32 01 29          |
| Rigid Pavement Repair                                   |         |                   |
| (0500) Polymer grout patch, 4 inches thick 15 to 40 SF  | Each    | 8.00              |
| (0510) Polymer grout patch, 4 inches thick 50 to 75 SF  | Each    | 10.6670           |
| (0520) Polymer grout patch, 4 inches thick 80 to 100 SF | Each    | 12.8000           |
| Minimum suggested crew: One builder and two laborers.   |         |                   |
| Work Element Description                                            | Unit    | Man-hours per Unit    |
|---------------------------------------------------------------------|---------|-----------------------|
| 32 11 13.66                                                         |         |                       |
|                                                                     |         |                       |
| Sealcoat                                                            |         |                       |
| (0010) Sealcoating, 2 coat, coal tar pitch emulsion, under 1,000 SY | SY      | 0.035                 |
| (0020) 1,000 to 10,000 SY                                           | SY      | 0.007                 |
| (0030) over 10,000 SY                                               | SY      | 0.004                 |
| (0040) Prepare and clean surface                                    | SY      | 0.004                 |
| (0050) Hand seal asphalt curbing                                    | LF      | 0.007                 |
| (0060) Asphalt surface treatment, single course, small area         | SY      | 0.019                 |
| (0065) Road or large area                                           | SY      | 0.009                 |
| (0070) Asphalt surface treatment, single course for shoulders       | SY      | 0.014                 |

Minimum suggested crew size: two equipment operators.

Note: A multiplier of 1.5 was used to convert civilian production rates to military production rates in this figure.

No further adjustment required for military production.

| Work Element Description                                                | Unit    | Man-hours per                                                                 |
|-------------------------------------------------------------------------|---------|-------------------------------------------------------------------------------|
| Unit                                                                    |         |                                                                               |
| 32 11 23.23                                                             |         |                                                                               |
|                                                                         |         |                                                                               |
| Aggregate Base Courses                                                  |         |                                                                               |
| SY                                                                      | 0.035   | (0010) Crushed 3/4 inch stone base, for roadways and large areas, compacted,  |
| 6 inch deep                                                             |         |                                                                               |
| (0100) Prepare and roll subbase, large area over 2,500 cubic yards      | SY      | 0.007                                                                         |
| (0110) Prepare and roll subbase, for roadways                           | SY      | 0.004                                                                         |
| SY                                                                      | 0.004   | (0300) Crushed 1-1/2 inch stone base, for airfield construction, compacted to |
| 8 inch deep                                                             |         |                                                                               |
|                                                                         |         | (0400) Crushed 1-1/2 inch stone base, for airfield construction, compacted to |
| 12 inch deep                                                            |         |                                                                               |
| Minimum suggested crew size: three equipment operators and one laborer. |         |                                                                               |
| Work Element Description                        | Unit    | Man-hours per Unit    |
|-------------------------------------------------|---------|-----------------------|
| 32 12 16.13                                     |         |                       |
|                                                 |         |                       |
| Plant-Mix Asphalt Paving                        |         |                       |
| (0010) Binder course, 1 1/2 inches thick        | SY      | 0.017                 |
| (0020) 2 inches thick                           | SY      | 0.021                 |
| (0030) 4 inches thick                           | SY      | 0.032                 |
| (0040) Wearing course, 1 inch thick             | SY      | 0.014                 |
| (0050) 2 inches thick                           | SY      | 0.023                 |
| (0060) 3 inches thick                           | SY      | 0.030                 |
| (0070) 4 inches thick                           | SY      | 0.035                 |
| (0300) Emulsion, prime coat, .30 gallons per SY | SY      | 0.01200               |
| (0310) Emulsion. tack coat, .10 gallons per SY  | SY      | 0.01200               |
| 32 12 16.14                                     |         |                       |
|                                                 |         |                       |
| Asphaltic Paving, Parking Lots, and Driveways   |         |                       |
| (0010) Binder course, 1 1/2 inches thick        | SF      | 0.002                 |
| (0020) 2 inches thick                           | SF      | 0.003                 |
| (0030) 4 inches thick                           | SF      | 0.006                 |
| (0040) Sand finish course, 3/4 or 1 inch thick  | SF      | 0.002                 |
| (0050) Fill pot holes, hot mix, 2 inches thick  | SF      | 0.012                 |
| (0060) 4 inches thick                           | SF      | 0.013                 |
| (0070) 6 inches thick                           | SF      | 0.015                 |
| (0080) Cold patch, 2 inches thick               | SF      | 0.024                 |
| (0090) 4 inches thick                           | SF      | 0.027                 |
| (0100) 6 inches thick                           | SF      | 0.038                 |

Minimum suggested crew size: four equipment operators and six laborers.

Notes:

1. A multiplier of 1.5 was used to convert civilian production rates to military production rates in this
figure. No further adjustment required for military production.
2. Estimate does not include hauling. Refer to Division 31 23 23.20 for hauling production times.

| Work Element Description                                                         | Unit    |
|----------------------------------------------------------------------------------|---------|
| Man-hours per                                                                    |         |
| Unit                                                                             |         |
|                                                                                  |         |
| Fences and Gates                                                                 |         |
| (0010) Install wood fence 4 feet high                                            | SF      |
| (0020) Install metal fence 5-foot-high chain link                                | Feet    |
| (0030) Install metal fence 7 to 8-foot-high chain link                           | Feet    |
| (0031) Install metal fence 7 to 8-foot-high chain link, braced or corner panel   | Feet    |
| (0035) Install metal fence 10 to 12-foot-high chain link                         | Feet    |
| (0036) Install metal fence 10 to 12-foot-high chain link, braced or corner panel | Feet    |
| (0040) Hang single gates                                                         | Each    |
| (0041) Hang double gates                                                         | Each    |
| (0050) Install barbed wire                                                       | LF      |
| (0055) Install barbed wire, tactical cattle fence (per strand)                   | LF      |
| (0060) Install single strand concertina                                          | LF      |
| (0070) Install triple strand concertina                                          | LF      |
| (0080) Install single strand concertina, fence top                               | LF      |
| (0090) Install single extension arm, 3 strand barbed wire                        | Each    |
| (0095) Install double extension arm, 3 or 6 strand barbed wire                   | Each    |
| (0100) Install post, metal, U-shaped picket, 8 ft                                | Each    |
| (0130) Install post, wood, 4 in diameter, 8 ft                                   | Each    |
| Each                                                                             | 1.9350  |
| corner panel                                                                     |         |
| (0310) Hang gates, barbed wire, single leaf                                      | Each    |
| (0315) Hang gates, barbed wire, double leaf                                      | Each    |
| (0320) Install drop gate, 5-foot high barbed wire, wood or metal post            | Each    |
| Minimum suggested crew size: one equipment operator and two laborers.            |         |

1. Fence installation includes: digging holes; auger truck; unloading and distributing materiels; setting,
plumbing, aligning, and concreting posts; installing braces; stretching and fastening fence fabric; installing caps or brackets on posts; and stringing lone and barbed wire.
2. Estimate of hanging gates includes installation of hardware.

| Work Element Description                                               | Unit    | Man-hours per Unit    |
|------------------------------------------------------------------------|---------|-----------------------|
| 32 32 23.00                                                            |         |                       |
|                                                                        |         |                       |
| Retaining Walls                                                        |         |                       |
| (0040) 12 feet high, 7 feet 7 inches deep, backfill not included       | SF      | 0.1060                |
| (0050) 16 feet high, 7 feet 7 inches deep, backfill not included       | SY      | 0.1090                |
| Minimum suggested crew size: one equipment operator and five laborers. |         |                       |
| Work Element Description                                                                    | Unit    |
|---------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                               |         |
| Unit                                                                                        |         |
|                                                                                             |         |
| Turf and Grasses                                                                            |         |
| (0010) Spread topsoil with machine                                                          | CYD     |
| (0020) Top dress by hand (rake and clean)                                                   | SY      |
| (0030) Seed and fertilize by hand                                                           | SY      |
| (0040) Hydro-mulch                                                                          | SY      |
| (0050) Plant shrubs, 1-gallon size                                                          | Each    |
| Minimum suggested crew size: one equipment operator and one laborer.                        |         |
| Note: Hydro-mulch figure based on 1,000-gallon-capacity machine and includes charging time. |         |

INTENTIONALLY BLANK

## Chapter 5 Annex T Division 33 Utilities 5.T.1 Introduction

Division 33, utilities, includes underground water distribution systems, sanitary sewage systems, storm drainage systems, electrical underground utilities, and accessories.

Most of the work in this division can be found on the civil, electrical, and mechanical drawings. Ensure alignment between specifications and drawings. Review the Division 33 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable.

Figures 5-T-1 through 5-T-16 present data and guidelines for estimating items found in Division 33.

| Work Element Description                                            | Unit    |
|---------------------------------------------------------------------|---------|
| Man-hours per                                                       |         |
| Unit                                                                |         |
|                                                                     |         |
| Water Supply Tactical Hoseline                                      |         |
| (0010) Install tactical water distribution system, 10 miles         | Each    |
|                                                                     |         |
| Water Supply Miscellaneous                                          |         |
| (0010) Flush, chlorinate and test distribution mains                | LF      |
|                                                                     |         |
| Tactical Water Distribution System                                  |         |
| (0010) Install expeditionary water distribution                     | Each    |
|                                                                     |         |
| Water Supply PVC Pipe                                               |         |
| (0010) Pressure pipe, Class 150, SDR 18, AWWA C900, 4 inch diameter | LF      |
| (0020) Pressure pipe, Class 150, SDR 18, AWWA C900, 6 inch diameter | LF      |
| Minimum suggested crew size: one utilitiesman, one laborer.         |         |
| Legend: AWWA = American Water Works Association                     |         |
| SDR = standard dimension ratio                                      |         |
| Work Element Description                                                            | Unit    |
|-------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                       |         |
| Unit                                                                                |         |
|                                                                                     |         |
| Fire Hydrants                                                                       |         |
| (0010) 5-1/4 in valve size, 2 ft depth                                              | Each    |
| (0020) 5-1/4 in valve size, 4 ft depth                                              | Each    |
| (0030) 5-1/4 in valve size, 6 ft depth                                              | Each    |
| Minimum suggested crew size: one utilitiesman, one equipment operator, two laborers |         |
| Work Element Description                                                         | Unit    |
|----------------------------------------------------------------------------------|---------|
| Man-hours per                                                                    |         |
| Unit                                                                             |         |
|                                                                                  |         |
| Steel Water Storage Tanks                                                        |         |
| (0010) 100 barrel tank                                                           | Each    |
| (0020) 250 barrel tank                                                           | Each    |
| (0030) 500 barrel tank                                                           | Each    |
| (0040) 1,000 barrel tank                                                         | Each    |
| (0050) 3,000 barrel tank                                                         | Each    |
| (0060) 10,000 barrel tank                                                        | Each    |
| (0070) 50,000 barrel tank                                                        | Each    |
| Minimum suggested crew size: six steelworkers.                                   |         |
| Note: Basis: tank erection only; does not include site preparation or uncrating. |         |
| Work Element Description                                                       | Unit    |
|--------------------------------------------------------------------------------|---------|
| Man-hours per                                                                  |         |
| Unit                                                                           |         |
|                                                                                |         |
| Fabric Pillow Water Storage Tanks                                              |         |
| (0010) 500 gallon drum                                                         | Each    |
| (0020) 3,000 gallon tank                                                       | Each    |
| (0030) 5,000 gallon tank                                                       | Each    |
| (0040) 10,000 gallon tank                                                      | Each    |
| (0050) 20,000 gallon tank                                                      | Each    |
| (0060) 50,000 Gallon tank                                                      | Each    |
| Minimum suggested crew size: one equipment operator and two to eight laborers. |         |
| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours per                                                  |         |
| Unit                                                           |         |
|                                                                |         |
| Plastic Sewage Pipe (No excavation)                            |         |
| (0010) Schedule 40 ABS 4 inch                                  | LF      |
| (0020) 6 inch                                                  | LF      |
| (0022) 8 inch                                                  | LF      |
| (0024) 10 inch                                                 | LF      |
| (0030) Schedule 40 ABS 4 inch coupling                         | Each    |
| (0040) 6 inch                                                  | Each    |
| (0042) 8 inch                                                  | Each    |
| (0044) 10 inch                                                 | Each    |
| Minimum suggested crew size: one utilitiesman and one laborer. |         |
| Work Element Description                                                            | Unit           | Man-hours per Unit    |
|-------------------------------------------------------------------------------------|----------------|-----------------------|
|                                                                                     |                | 33 41 13.60           |
| Concrete Pipe, Sewage/Drainage Collection                                           |                |                       |
| Install concrete pipe                                                               | Laying lengths |                       |
| (0010) 15- to 18-inch inside diameter                                               | 3 feet         | LF                    |
| (0020) 18- to 24-inch inside diameter                                               | 4 feet         | LF                    |
| (0030) 30- to 48-inch inside diameter                                               | 5 feet         | LF                    |
| (0040) 48- to 72-inch inside diameter                                               | 5 feet         | LF                    |
| (0050) Waste water treatment system                                                 |                | Each                  |
| Minimum suggested crew size: one builder, two laborers, and one equipment operator. |                |                       |

1. Work includes handling, placing, caulking, grouting, and bedding pipe.
2. Adjust man-hour figures for laying lengths other than those indicated in table. 3. For gaskets of spediseal-type joints, use 0.8 multiplier.
4. For headways, drop inlets, catch basins, and other drainage structures, refer to Division 03, concrete.
5. For excavation and backfill, refer to Division 31, earthwork. 6. For sheeting and shoring of banks of excavations, refer to Division 31, earthwork.

| Work Element Description                                                | Unit    |
|-------------------------------------------------------------------------|---------|
| Man-hours per                                                           |         |
| Unit                                                                    |         |
|                                                                         |         |
| Oval Arch Culverts                                                      |         |
| Install galvanized pipe culverts                                        |         |
| (0010) 12 to 24 inches                                                  | LF      |
| (0020) 26 to 45 inches                                                  | LF      |
| (0030) 48 to 72 inches                                                  | LF      |
| Install galvanized culvert (bolted)                                     |         |
| (0040) 12 to 24 inches                                                  | LF      |
| (0050) 26 to 45 inches                                                  | LF      |
| (0060) 48 to 72 inches                                                  | LF      |
| Minimum suggested crew size: three builders and one equipment operator. |         |

1. Installation of galvanized culvert includes unloading, fine grading, placing, caulking, and installing joint
clamps.
2. Installation of galvanized culvert (bolted) includes bolting together of sections, unloading, fine grading,
and placement.
3. Man-hour estimates for galvanized culvert (bolted) are based on sections being bolted into desired
lengths in a prefabrication yard.
4. When installing culverts over 48 inches in diameter, it is recommended that cross bridging be used to
prevent culverts from being bent or twisted during hauling or installation. Cross bridging can easily be removed upon completion of backfilling and compaction.

| Work Element Description                                                     | Unit    |
|------------------------------------------------------------------------------|---------|
| Man-hours per                                                                |         |
| Unit                                                                         |         |
|                                                                              |         |
| Tactical Culvert Denial                                                      |         |
| (0010) Install culvert denial, Type I, 18 inch and smaller                   | Each    |
| (0012) Install anchor, Type I, 18 inch and smaller                           | Each    |
| (0015) Install culvert denial, Type I, 21 inch and larger                    | Each    |
| (0017) Install anchor, Type I, 21 inch and larger                            | Each    |
| (0020) Install culvert denial, Type II                                       | Each    |
| (0030) Install culvert denial, Type III                                      | Each    |
| (0032) Install anchor, Type II and III                                       | Each    |
| (0040) Install culvert denial, Type IIIM                                     | Each    |
| (0042) Install anchor, Type IIIM                                             | Each    |
| Minimum suggested crew size: one equipment operator and one to two laborers. |         |
| Work Element Description                                                          | Unit    |
|-----------------------------------------------------------------------------------|---------|
| Man-hours per                                                                     |         |
| Unit                                                                              |         |
|                                                                                   |         |
| Storm Drainage Manholes, Frames, Covers                                           |         |
| (0110) Install precast 48 inch ID x 48 inches deep                                | Each    |
| (0120) Install precast 48 inch ID x 72 inches deep                                | Each    |
| (0130) Install precast 48 inch ID x 96 inches deep                                | Each    |
| (0300) Slab top, precast, 8 inch thick, with casting                              | Each    |
| (0400) Steps, heavyweight cast iron 7 inches x 9 inches                           | Each    |
| Minimum suggested crew size: one builder, one equipment operator and one laborer. |         |
| Legend: ID = inside diameter                                                      |         |
| Work Element Description                                     | Unit    | Man-hours per    |
|--------------------------------------------------------------|---------|------------------|
| Unit                                                         |         |                  |
|                                                              |         |                  |
|                                                              |         |                  |
| 33 52 00.00                                                  |         |                  |
| Bulk Fuel Receiving and Dispensing                           |         |                  |
| (0110) Install tactical petroleum terminal (TPT) fuel unit   | Each    | 1080.0           |
| Crew size: one equipment operator, 29 laborers               |         |                  |
| (0120) Install pipeline connection assembly                  | Each    | 200.0            |
| Crew size: one equipment operator, nine laborers             |         |                  |
| Each                                                         | 2.0     |                  |
| (0130) Petroleum, oil, lubricant (POL) Pipeline, pipeline    |         |                  |
| support equipment                                            |         |                  |
| Crew size: one equipment operator, one laborer               |         |                  |
| (0140) POL pipeline, pump station                            | Each    | 40.0             |
| Crew size: two equipment operator, eight laborers            |         |                  |
| (0150) POL pipeline, five mile pipeline set                  | Each    | 720.0            |
| Crew size: 25 equipment operators, six laborers              |         |                  |
| (0170) POL pipeline, pressure reducing station               | Each    | 2.0              |
| Crew size: one equipment operator, one laborer               |         |                  |
| (0180) POL pipeline, suspension bridge, 100-foot span        | Each    | 80.0             |
| Crew size: one equipment operator, nine laborers             |         |                  |
| (0181) POL pipeline, suspension bridge, 200-foot span        | Each    | 90.0             |
| Crew size: one equipment operator, nine laborers             |         |                  |
| (0182) POL pipeline, suspension bridge, 400-foot span        | Each    | 100.0            |
| Crew size: one equipment operator, nine laborers             |         |                  |
|                                                              |         | 33 52 16.13      |
| Gasoline Distribution                                        |         |                  |
| (0010) Install portable 50 gallons per minute pump, tactical | Each    | 1.0              |
| Crew size: 2 laborers                                        |         |                  |
| Work Element Description                                       | Unit    |
|----------------------------------------------------------------|---------|
| Man-hours per                                                  |         |
| Unit                                                           |         |
|                                                                |         |
| Diesel Fuel Distribution                                       |         |
| (0010) Install assault hoseline system, 2-1/2 miles            | Each    |
| Minimum suggested crew size: six laborers                      |         |
| (0020) Install forward area refueling equipment                | Each    |
| Minimum suggested crew size: four laborers                     |         |
| (0030) Install advanced aviation forward area refueling system | Each    |
| Minimum suggested crew size: four laborers                     |         |
| (0040) Install HEMTT tanker aviation refueling system          | Each    |
| Minimum suggested crew size: two laborers                      |         |
| (0050) Install fuel distribution system with 1,000 gallon bag  | Each    |
| Minimum suggested crew size: one laborer                       |         |
| (0100) Filter separator, 350 GPM                               | Each    |
| Minimum suggested crew size: two laborers                      |         |
| (0200) Install 120K fuel system supply point (FSSP)            | Each    |
| (0210) Install 300K FSSP                                       | Each    |
| (0220) Install 800K FSSP                                       | Each    |
|                                                                |         |
| 28 laborers                                                    |         |
| (0600) Assemble and install fuel valve manifold, USN           | Each    |
| Minimum suggested crew size: one laborer.                      |         |
| Legend: HEMTT = heavy expanded mobility tactical truck         |         |
| K = thousand                                                   |         |
| Work Element Description                                                      | Unit    |
|-------------------------------------------------------------------------------|---------|
| Man-hours per                                                                 |         |
| Unit                                                                          |         |
|                                                                               |         |
| Plastic Coated, Fabric, Pillow Fuel Tanks                                     |         |
| (0005) 250 gallon drum, USN                                                   | Each    |
| (0010) 500 gallon drum                                                        | Each    |
| (0020) 20,000 gallon tank                                                     | Each    |
| (0030) 50,000 gallon tank                                                     | Each    |
| (0040) 210,000 gallon tank                                                    | Each    |
| Minimum suggested crew size: one equipment operator and one to nine laborers. |         |
33 71 16.33 Set Wood Electrical Utility Poles
Pole Length in
Crane
Feet
Unit
Line Truck
Man-hours
Man-hours
Pike-Method
Man-hours
20 to 35
Each
(0001) 3.2
(0001) 3.2
(0002) 6.4
40 to 60
Each
(0003) 4.0
(0003) 4.0

65 to 80
Each
(0004) 6.3
(0005) 4.8
Work Element Description
Unit
Man-hours per Unit
Pole Mounted Insulators


(0007) Single phase
Each
1.0
(0008) Three phase
Each
2.0
Cross Assembly (standard 8-foot arm)
Each
4.0
(0010) Single arm
Each Each
4.0 5.6
(0020) Double arm Install Guys (common grade seven strand)


(0030) Down guys
Each
Each
4.0 4.0
(0040) Head guys (0300) Attach grounding plate to bottom of pole
Each
0.50
Minimum suggested crew size: one electrician, one equipment operator and one laborer. Notes:

1. Time for setting poles includes backfilling and tamping. 2. Man-hours are based on normal working conditions and average terrain. 3. Use 1.1 multiplier for framing.

Machine Digging
Pole Holes Depth in
Machine Digging
Hand Digging
Man-hours per
Hand Digging
Man-hours per
Man-hours per
Feet
Man-hours per Hole
Hole
Hole
Hole
33 71 16.33 Wood Electrical Utility Poles
In Soil
In Rock
In Soil
In Rock
4
(0100) 0.8
(0105) 4.0
(0110) 0.5
(0115) 1.0
5
(0120) 0.8
(0125) 4.8
(0130) 0.5
(0135) 1.0
6
(0140) 1.6
(0145) 5.6
(0150) 0.5
(0155) 1.2
7
(0160) 1.6
(0165) 6.4
(0170) 0.6
(0175) 1.2
8
(0180) 1.6
(0185) 7.2
(0190) 0.6
(0195) 1.6
Anchor Holes Depth
in Feet
In Soil
In Rock
In Soil
In Rock
4
(0200) 0.8
(0205) 4.0
(0210) 0.5
(0215) 1.0
6
(0220) 1.6
(0225) 5.6
(0230) 0.5
(0235) 1.2
8
(0240) 1.6
(0245) 7.2
(0250) 0.5
(0255) 1.6
Minimum suggested crew size: one laborer and one equipment operator. Notes:

1. Times for anchor holes include backfill, tamping, and securing tail of guy line. 2. Times for machine digging include setting up machine. 3. When using power-installed screw anchor machines, use 0.5 multiplier. 4. Pole hole depth is determined by: length of pole in feet, divided by 10; plus 1 foot for rock or 2 feet for dirt.

| Work Element Description                                                           | Unit    |
|------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                      |         |
| Unit                                                                               |         |
| 33 71 19.17                                                                        |         |
| Electrical and Telephone Underground                                               |         |
|                                                                                    |         |
| Hand holes, precast concrete, with concrete cover                                  |         |
| (0010) 2 feet by 2 feet by 3 feet deep                                             |         |
| (0020) 4 feet by 4 feet by 4 feet deep                                             |         |
| Each                                                                               |         |
| Each                                                                               |         |
| 11.080                                                                             |         |
| 19.000                                                                             |         |
| Manholes, precast concrete, with iron racks and pulling irons, and cast iron cover |         |
| (0050) 4 feet by 6 feet by 7 feet deep                                             |         |
| (0060) 6 feet by 8 feet by 7 feet deep                                             |         |
| Each                                                                               |         |
| Each                                                                               |         |
| 37.240                                                                             |         |
| 39.200                                                                             |         |
| Underground duct, banks ready for concrete fill                                    |         |
| LF                                                                                 | 0.133   |
| (0110) PVC, four each at 4-inch diameter                                           | LF      |
| (0120) Rigid galvanized steel, two each at 4-inch diameter                         | LF      |
| (0130) Rigid galvanized steel, four each at 4-inch diameter                        | LF      |
| Minimum suggested crew size: one electrician and one laborer.                      |         |

Note: Not including excavation, backfill and cast in place concrete. Refer to Division 03, concrete, and Division 31, earthwork.

| Work Element Description                                                  | Unit    |
|---------------------------------------------------------------------------|---------|
| Man-hours per                                                             |         |
| Unit                                                                      |         |
|                                                                           |         |
| Radio Antenna Tower                                                       |         |
| Erect antenna tower                                                       |         |
| (0010) Guyed, 50 feet high, 40 pound section, wind load 70 miles per hour | Each    |
| (0020) Self-supporting, 60 feet high, wind load 70 miles per hour         | Each    |
| Minimum suggested crew size: two steelworkers and one equipment operator. |         |

## Chapter 5 Annex U Division 34 Transportation 5.U.1 Introduction

Division 34, transportation, addresses transportation-related items which were previously categorized in MasterFormat 1995 Division 2. The scope of work includes: operations and maintenance of railroads; railroad construction and related items; traffic signal systems; airfield signaling; and roadway construction.

Ensure alignment between specifications and drawings. Review the Division 34 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable.

Figures 5-U-1 through 5-U-6 present data and guidelines for estimating items found in Division 34.

| Work Element Description                                               | Unit    |
|------------------------------------------------------------------------|---------|
| Man-hours per                                                          |         |
| Unit                                                                   |         |
| 34 11 33.13                                                            |         |
|                                                                        |         |
| Concrete Track Cross Ties                                              |         |
| (0010) Concrete, 8 feet 6 inches long, 30 inches on center             | Each    |
| 34 11 33.16                                                            |         |
| Timber Track Cross Ties                                                |         |
| (0010) Wood, pressure treated, 6 inches by 8 inches by 8 feet 6 inches | Each    |
| (0020) heavy duty, 7 inches by 9 inches by 8 feet 6 inches             | Each    |
| Minimum suggested crew size: one equipment operator and five laborers. |         |

Note: A multiplier of 1.5 was used to convert civilian production rates to military production rates in this figure. No further adjustment required for military production.

| Work Element Description                                              | Unit    |
|-----------------------------------------------------------------------|---------|
| Man-hours per                                                         |         |
| Unit                                                                  |         |
|                                                                       |         |
| Pavement Marking                                                      |         |
| (1100) Pavement marking, with or without reflective beads             | SF      |
| Minimum suggested crew size: two equipment operators and one laborer. |         |
| Work Element Description                                                                | Unit    |
|-----------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                           |         |
| Unit                                                                                    |         |
|                                                                                         |         |
| Traffic Signal Systems                                                                  |         |
| (0010) Security gate traffic signal, light-emitting diode, mast, no lane control        | Each    |
| Minimum suggested crew size: four electricians, one equipment operator and one laborer. |         |
| Work Element Description                                                                       | Unit    |
|------------------------------------------------------------------------------------------------|---------|
| Man-hours per                                                                                  |         |
| Unit                                                                                           |         |
|                                                                                                |         |
| Airfield Wind Cones                                                                            |         |
| (0010) Wind cone, 12 feet lighted assembly, rigid with obstruction light                       | Each    |
| (0040) Wind cone, 12 feet unlighted assembly, rigid with obstruction light                     | Each    |
| (0060) Wind cone, slip fitter 2 1/2 inch pipe                                                  | Each    |
| (0070) Wind cone, sock 12 feet x 3 feet                                                        | Each    |
|                                                                                                |         |
| Runway and Taxiway Lighting Systems                                                            |         |
| (0010) Install precision approach path indicator (PAPI) foundation only L-849i(L)              | Each    |
| (0020) Install PAPI foundation only L-849i(L)                                                  | Each    |
| (0030) Light, elevated airfield light on L-867 base                                            | Each    |
| (0040) Install pull box, 36 by 36 by 36 inches                                                 | Each    |
| (0050) Install permanent visual landing zone marker panel (VLZMP)                              | Each    |
| (0060) Install temporary VLZMP                                                                 | Each    |
| (0070) Install airfield lighting vault                                                         | Each    |
| (0080) Install portable airfield lighting kit, 3,500 foot runway                               | Each    |
| (0090) Install portable airfield lighting kit, 5,000 foot runway                               | Each    |
| Minimum suggested crew size: two to six electricians, one equipment operator and two laborers. |         |
| Work Element Description                                                                                      | Unit    |
|---------------------------------------------------------------------------------------------------------------|---------|
| Man-hours                                                                                                     |         |
| per Unit                                                                                                      |         |
| 34 71 13.16                                                                                                   |         |
| Vehicle Crash Barriers                                                                                        |         |
|                                                                                                               |         |
| (0005) Portable wedge barrier, towable                                                                        | Each    |
| (0010) Jersey concrete barrier, 10 feet long, 2 feet by 6 inches wide by 30 inches high;                      |         |
|                                                                                                               |         |
| average time for various sizes                                                                                | Each    |
| (0011) Tall concrete barriers, 6 ft to 8 ft long, 3 ft to 4 ft wide by 10 ft high; average time               | Each    |
| Each                                                                                                          | 0.310   |
| (0012) Panel and base concrete barrier, 8 ft long, 4 ft 5 in wide by 5 ft high; average                       |         |
| time                                                                                                          |         |
| (0020) Pipe bollards, steel, concrete filled, painted, 8-foot length by 4-foot-deep hole,                     |         |
| 8-inch diameter                                                                                               |         |
| Each                                                                                                          | 2.40    |
| (0030) Bollards, wood, 8-foot length by 4-foot-deep hole, 12-inch diameter                                    | Each    |
| (0040) Move and place barrier, up to 100 pounds                                                               | Each    |
| 34 71 13.26                                                                                                   |         |
| Vehicle Guide Rails                                                                                           |         |
| (0010) Corrugated steel, galvanized, posts, 6 feet 3 inches on center                                         | LF      |
| (0020) End sections, galvanized, flared                                                                       | Each    |
| (0030) Guide rail, steel box beam, 6 by 6 inches                                                              | LF      |
| (0040) Concrete posts, individual, 6-foot-5-inch square                                                       | Each    |
| Minimum suggested crew size: one auger truck or crane operator, one flatbed truck operator, and two laborers. |         |

Note: A multiplier of 1.5 was used to convert civilian production rates to military production rates in this figure. No further adjustment required for military production.

| Work Element Description                                          | Unit    | Man-hours per Unit    |
|-------------------------------------------------------------------|---------|-----------------------|
| 34 73 26.00 Manufactured Helipads                                 |         |                       |
| (0010) AM2 matting, placement                                     | SF      | 0.0035                |
| Suggested crew size: one equipment operator, nine laborers        |         |                       |
| (0020) AM2 matting, anchoring, 10 foot spacing                    | Each    | 0.70                  |
| Suggested crew size: one equipment operator, four laborers        |         |                       |
| (0030) AM2 matting, recovery                                      | SF      | 0.0004                |
| Suggested crew size: one equipment operator, nine laborers        |         |                       |
| (0040) AM2 matting, anchor removal                                | Each    | 0.10                  |
| (0050) AM2 matting, keylock installation                          | Each    | 0.050                 |
| (0060) AM2 matting, aircraft tie down installation                | Each    | 0.670                 |
| (0110) Fabric helipad, placement                                  | SF      | 0.0008                |
| (0120) Fabric helipad, anchoring                                  | Each    | 0.80                  |
| (0130) Fabric helipad, recovery                                   | LF      | 0.400                 |
| (0140) Fabric helipad, anchor removal                             | Each    | 0.030                 |
| Suggested crew size: one equipment operator, up to eight laborers |         |                       |

INTENTIONALLY BLANK

## Chapter 5 Annex V Division 35 Waterway And Marine Construction 5.V.1 Introduction

Division 35, waterway and marine construction, includes signaling and control equipment; construction and control equipment; coastal construction; waterway construction and equipment; marine construction and equipment; and dam construction and equipment.

Review the Division 35 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Refer to TM 3-34.73/FM 5-480, Port Construction and Repair, for further information on port planning and layout; construction of freed and floating wharves to support both conventional and container ships; and the special problems of expedient construction of ports and railways on wharves and piers. Refer to NTRP 4-04.2.8, Conventional Underwater Construction and Repair Techniques, for further information on project preparation and documentation; tool selection, technical references, and sources of related equipment and materiels; and field construction procedures.

Figures 5-V-1 through 5-V-5 present data and guidelines for estimating items found in Division 35.

| Work Element Description                                               | Unit    |
|------------------------------------------------------------------------|---------|
| Man-hours per                                                          |         |
| Unit                                                                   |         |
| 35 51 00                                                               |         |
|                                                                        |         |
| Floating Construction                                                  |         |
| (0010) Stringers                                                       | BF      |
| (0020) Bridging                                                        | Feet    |
| (0030) Decking (4 inches thick)                                        | Feet    |
| (0040) Wearing surface (2 inches thick)                                | Feet    |
| (0050) Bull rail                                                       | Feet    |
| (0060) Bumpers                                                         | Feet    |
| For quick estimates:                                                   |         |
| (0070) Pier framing complete (less piles, capping, bracing)            | SF      |
| Minimum suggested crew size: two equipment operators and six builders. |         |

Note: Estimates include precutting, bolting, or drifting members in place

| Work Element Description                                                                       | Unit    | Man-hours per Unit    |
|------------------------------------------------------------------------------------------------|---------|-----------------------|
| 35 59 13                                                                                       |         |                       |
|                                                                                                |         |                       |
| Marine Fenders                                                                                 |         |                       |
| (0010) Place in leads and drive                                                                | Each    | 0.800                 |
| (0020) Lash with wire rope                                                                     | Each    | 0.750                 |
| (0030) Install fenders                                                                         | Each    | 0.600                 |
| (0040) Fender pile                                                                             | Each    | 0.750                 |
| Minimum suggested crew size: two equipment operators, two engineering aides, and six builders. |         |                       |
| Note: Based on 50-foot piles.                                                                  |         |                       |
| Work Element Description                                              | Unit    | Man-hours per Unit    |
|-----------------------------------------------------------------------|---------|-----------------------|
| 35 59 33                                                              |         |                       |
|                                                                       |         |                       |
| Marine Bollards and Cleats                                            |         |                       |
| (0010) Bits                                                           | Each    | 13.00                 |
| (0020) Bollards                                                       | Each    | 16.00                 |
| (0030) Chocks                                                         | Each    | 13.00                 |
| (0040) Cleats                                                         | Each    | 11.00                 |
| (0050) Pad eyes                                                       | Each    | 2.50                  |
| Minimum suggested crew size: one equipment operator and two builders. |         |                       |
| Work Element Description                                                                                      | Unit    | Man-hours per Unit                                                 |
|---------------------------------------------------------------------------------------------------------------|---------|--------------------------------------------------------------------|
| 35 59 53.01                                                                                                   |         |                                                                    |
| Underwater Structures Construction (Surveys)                                                                  |         |                                                                    |
|                                                                                                               |         |                                                                    |
| (0010) Bathometric survey                                                                                     | SM      | 0.00014                                                            |
| (0020) Side scan survey                                                                                       | SM      | 0.00014                                                            |
| Minimum suggested crew for above elements 3 divers.                                                           |         |                                                                    |
| (0030) Post process of bathometric/side scan survey                                                           | SM      | 0.00014                                                            |
| Each                                                                                                          | 1.57    | (0040) Rapid penetration test soil density test includes drive and |
| extraction (18 inch rod)                                                                                      |         |                                                                    |
| (0050) Shear-vain test (soil density test)                                                                    | Each    | 0.3                                                                |
| (0060) Remote operated vehicles inspection of chain/cable                                                     | LF      | 0.2                                                                |
| Note: Sea state of 2 or less, no current, minimum visibility of 5 feet, average water depth of 45 feet, water |         |                                                                    |
| temperature above 60 degrees Fahrenheit.                                                                      |         |                                                                    |
| Minimum suggested crew size of six second class divers and one first class diver                              |         |                                                                    |
| Legend: SM = square meters                                                                                    |         |                                                                    |
| Work Element Description                                   | Unit    |
|------------------------------------------------------------|---------|
| Man-hours per                                              |         |
| Unit                                                       |         |
| 35 59 53.02                                                |         |
| Underwater Structures Construction (Cabling)               |         |
|                                                            |         |
| (0010) Install sea floor cable                             | Meter   |
| (0020) Inspect sea floor cable                             | Meter   |
| (0030) Repair sea floor cable                              | Each    |
| (0040) Stabilize and protect sea floor cable split pipe    | Feet    |
| (0050) Stabilize and protect sea floor cable concrete bags | Feet    |

Note: Sea state of 2 or less, no current, minimum visibility of 5 feet, average water depth of 45 feet, water temperature above 60 degrees Fahrenheit. Minimum suggested crew size of six second class divers and one first class diver INTENTIONALLY BLANK

## Chapter 5 Annex W Division 41 Materiel Processing And Handling Equipment 5.W.1 Introduction

Division 41, materiel processing and handling equipment, includes bulk materiel processing equipment; piece materiel handling equipment; manufacturing equipment; container processing and packaging; materiel storage; and mobile plant equipment.

Review the Division 41 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Refer to the manufacturer's data for the specific equipment being used for production information.

Figures 5-W-1 through 5-W-3 present data and guidelines for estimating items found in Division 41.

| Work Element Description            | Unit    | Man-hours per Unit    |
|-------------------------------------|---------|-----------------------|
|                                     |         | 41 11 00              |
| Bulk Materiel Sizing Equipment      |         |                       |
| (0010) Setup and dismantle          | Each    | 320.000               |
| (0020) Operate crushing plant       | CYD     | 0.160                 |
| (0030) Stockpile crushed materiel   | CYD     | 0.024                 |
| (0040) Haul crushed materiel to job | CYD     | 0.048                 |

Minimum suggested crew size:
Setup and dismantle plantseven equipment operators, one electrician, one steelworker, and one mechanic. Plant operation and maintenancetwo equipment operators, one electrician, one steelworker, and one mechanic. Stockpile crushed materielfour equipment operators. Notes:

1. The production figure is based upon 75 tons per hour, plant operating at 50 percent of rated
capacity crushing granite at 3,000 pounds per CYD. For plants of other sizes use 50 percent of rated capacity and the size of your crew for calculations.
2. Production figures may have to be adjusted in accordance with the type of materiel being
processed and with other varying circumstances. For example: Coral weights (approximately 2,000 pounds per loose CYD).

| Work Element Description          | Unit         | Man-hours per Unit    |
|-----------------------------------|--------------|-----------------------|
|                                   |              | 41 14 00              |
| Batching Equipment                |              |                       |
| (0010) Setup and dismantle plant  | Each         | 120.000               |
| (0020) Operation of asphalt plant | Ton          | 0.080                 |
| (0030) Haul asphalt to job        | Ton per mile | 0.048                 |

Minimum suggested crew size: Setup and dismantle plantfive equipment operators, one electrician, one steelworker, and one mechanic. Asphalt plant operation and maintenancetwo equipment operators, one electrician, and one mechanic. Notes:
1. Figures are based on drum mix plant, 70 tons per hour. 2. Site preparation and concrete curing time not included in table.

| Work Element Description                                                | Unit    | Man-hours per Unit    |
|-------------------------------------------------------------------------|---------|-----------------------|
|                                                                         |         | 41 22 23.10           |
| Hoisting Equipment                                                      |         |                       |
| (0100) Setup overhead crane 5T                                          | Each    | 34.0                  |
| Minimum suggested crew size:                                            |         |                       |
| Setup hoistseven equipment operators, one electrician, one steelworker |         |                       |

## Chapter 5 Annex X Division 46 Water Treatment Equipment 5.X.1 Introduction

Division 46, water treatment equipment, includes packaged water treatment and waste water treatment equipment.

Review the Division 46 estimating checklist shown in Appendix C and identify labor, materiel, and equipment requirements to accomplish these tasks, if applicable. Refer to the manufacturer's data for the specific equipment being used for production information.

Figure 5-X-1 presents data and guidelines for estimating items found in Division 46.

| Work Element Description                                                | Unit    | Man-hours per Unit                                         |
|-------------------------------------------------------------------------|---------|------------------------------------------------------------|
|                                                                         |         | 46 07 00.00                                                |
| Water Treatment Equipment                                               |         |                                                            |
| (0400) ROWPU, tactical, 3,000 gallons per hour                          | Each    | 3.0                                                        |
| (0410) ROWPU, tactical, 1,500 tactical water purification system        | Each    | 3.0                                                        |
| (0420) ROWPU, tactical, 125 lightweight water purifier system           | Each    | 4.0                                                        |
| (0430) ROWPU, tactical, 600 ROWPU                                       | Each    | 3.0                                                        |
| Each                                                                    | 0.750   | (0490) Expeditionary shower water reuse system, ISO Type 5 |
| Tricon                                                                  |         |                                                            |
| (0500) ROWPU, commercial, 45,000 gallons per day                        | Each    | 32.0                                                       |
| Minimum suggested crew size:                                            |         |                                                            |
| Setup hoistseven equipment operators, one electrician, one steelworker |         |                                                            |
| Legend: ROWPU = reverse osmosis water purification unit                 |         |                                                            |



INTENTIONALLY BLANK

## Appendix A Contingency Estimating A.1 Introduction

Military engineers frequently conduct short-fused contingency missions both domestically and in expeditionary environments across the range of military operations. These contingency missions do not always allow time for the detailed estimating normally done for a construction project. This appendix provides military engineers with key reference publications, engineer reachback points of contact, and automated construction systems used for developing contingency construction estimates. This construction estimate does not eliminate the need for contingency mission planning considerations. Refer to JP 3-34, Joint Engineer Operations, for further information on the definitions and discussions of the engineer functions in support of the range of military operations.

## A.2 References For Engineer Estimates

The following publications are source documents that provide specific data useful for developing project estimates for various engineer missions. The engineering data contained in these publications may be applied to general engineering functions or combat engineering functions, as appropriate.

1. United States Central Command Regulation Number 415-1, Construction and Base Camp Development in the United States Central Command Area of Responsibility: The Sand Book. This publication provides guidance, responsibilities, and procedures for military construction and the planning and development of contingency and permanent base camps that support associated missions in Commander, United States Central Command's area of responsibility. It establishes consistent standards for the service components program and use regarding infrastructure development, security, sustainment, survivability, safety, and affordable working and living environments for personnel. 2. ATP 3-34.40/FM 3-34.400/MCWP 3-17.7, General Engineering. This publication's focus is general engineering. It provides an array of planning considerations, equipment, and materiel estimating data covering topics such as seaport facilities, airfields, heliports, roads, railroads, bridging, force protection, sustainment facilities, power generation, power distribution, water supply, and well drilling. Appendix E to ATP 3-34.40/FM 3-34.400/MCWP 3-17.7 provides a robust planning tool for base camp estimating and planning. 3. FM 3-05.230, Special Forces Tactical Facilities. This publication's focus is the establishment, improvement, operations, and security of special forces' tactical facilities. It provides applicable data for use by military engineers who build forward operations bases. It details the three phases of construction (initial, temporary, and permanent) and sequentially discusses planning, design, and construction. 4. TM 3-34.85/MCRP 3-34.1, Engineer Field Data. This publication focuses on combat engineering but has significant relevance for general engineering under combat conditions. It provides an array of equipment and materiel estimating data, covering topics such as engineer reconnaissance, mobility (breaching and minefields), obstacles, survivability considerations, demolitions, bridging, roads, and airfields. 5. FM 5-430.00.1/AFJPAM 32-8013/MCRP 3-40D.1, Volume I, Planning and Design of Roads, Airfields and Heliports in the Theater of OperationsRoad Design. This volume is a stand-alone volume for the design of theater of operations roads. It also serves as a detailed description of information common to both roads and airfields, such as site selection, survey and earthwork, clearing and grubbing, base and subbase courses, and drainage. 6. FM 5-430.00.2/AFJPAM 32-8013/MCRP 3-40D.2, Volume II, Planning and Design of Roads, Airfields and Heliports in the Theater of OperationsAirfield and Heliport Design. This volume discusses the complete process of airfield and heliport construction from the preliminary investigations, through design criteria, to the final project layout and construction techniques. It is not a stand-alone volume, as FM 5-430.00.1/AFJPAM 32-8013/MCRP 3-40D.1, Volume I, contains much of the information required to design the substructure of an airfield or a heliport.

7. Graphic Training Aid 90-01-011, Deployed Forces Protection Handbook (JFOB). This publication addresses force protection at joint forward operations in the Iraqi theater of operations. The focus is on defense against rockets, artillery, mortars, and vehicle-borne improvised explosive devices. It describes best practices for planning and construction design to defeat these threats. It is geared towards engineer and force protection specialists to assist with operational level force protection planning. 8. Marine Air-Ground Task Force Staff Training Program Pamphlet 5-0.3, MAGTF Planner's Reference Manual. This publication provides planning factors for bridging, breaching, obstacles, survivability considerations, bulk fuel, expeditionary airfield, and water storage/production. 9. UFC guidance provides planning, design, construction, sustainment, restoration, and modernization criteria as discussed in 1.1.3.

## A.3 Engineer Reachback Capabilities

Planners and estimators can access professional engineers through reachback capabilities that provide a full spectrum of engineering expertise to support worldwide engineer operations. The following reachback resources are available.

1. Army tools and resources are available from the USACE Reachback Operations Center (UROC). The UROC provides a reachback engineering capability that allows DOD personnel deployed worldwide to talk directly with experts in the United States when a problem in the field needs quick resolution. The USACE reachback operations center may be contacted via email at UROC@usace.army.mil Fax (non-secure): (601) 634-2764 Telephone: (601) 634-2439/3485; DSN (312) 446-2439/3485 2. The Navy tools include resources from NAVFAC in addition to the Navy Expeditionary Combat Command, naval construction groups, and subordinate naval construction regiments. The contingency engineer manager at Naval Facilities Engineering Systems Command, Atlantic (NAVFACLANT) and Naval Facilities Engineering Systems Command Pacific (NAVFACPAC) provides contracting and engineering support to operating forces. The contingency engineer at NAVFACLANT and NAVFACPAC may be contacted at:

NAVFACLANT
Attention: Contingency Engineering Business Line Manager
6506 Hampton Blvd., Norfolk, VA 23508-1278
Telephone: (757) 322-8302 NAVFACPAC
Attention: Contingency Engineering Business Line Manager
258 Makalapa Drive, Suite 100, Pearl Harbor, HI 96860-3134
Telephone: (808) 472-1162

## A.4 Joint Construction Management System

The Joint Construction Management System (JCMS) is the latest tool (computer software) that allows users to access Army Facilities Components System (AFCS) design, logistics, and planning data for initial, temporary, and semipermanent construction. The JCMS is an interactive, unclassified system which allows planners to roll-up facilities, BOMs, and construction man-hours for each construction mission. It can be used to ease the selection of facilities component system and base camps while considering theater priorities, standards of construction, resource constraints, and climate.

The AFCS is the Army repository of standardized contingency facilities and installation designs and the associated construction data used for Armed Services Component Command war planning and Army Force modeling as directed by Army Regulation 415-16. The system provides users an automated tool that supports the logistical and engineer planning of contingency bases and the execution of construction activities. The AFCS will be used as the baseline platform for the JCMS to support the joint engineer community. The AFCS manages the construction (designs, bills of materiels, schedules, labor and equipment estimates, and specifications) and the platforms (Data Management System database and JCSM software) for the joint engineer to expeditiously and efficiently provide design and construction services independent of the environment. The AFCS has incorporated Navy facility designs from the Naval Facilities Engineering Command Publication 437, Volume II, Facility Planning Guide, into the AFCS standardize design portfolio for additional capability.

## A.4.1 Joint Construction Management System Availability And Key Features

Distribution of JCMS is available upon request to all U.S. military engineer units including all active components, Army Reserve, and Army National Guard. This includes requests from all other service engineers. Key features of JCMS include:
1. Planning. Users are able to develop facility and installation plans to satisfy mission construction requirements using the JCMS computer routines. The system determines personnel and materiel requirements, as well as cost, weight, and volume of materiels needed for a specific project. 2. Design. The system provides standard designs for base camp development, utilities, and airfields. The AFCS provides over 600 individually standardized, UFC (life, health and safety) and doctrinally compliant, initial and temporary facility designs. Through JCMS, the designs are available to the warfighter in both networked and limited communications environments. The AFCS also provides over 80 component designs (clusters of several facilities with appropriate functional and special layouts) to support the design of outpost; base camp; reception, staging, onward-movement integration; and logistics operations. The AFCS manages nearly 5,000 national stock numbers and over 2,800 construction activities that support these designs. 3. Management. Users are able to set up and manage the construction progress and the construction resource allocation and utilization throughout the construction time frame.

4. Reporting/Communication. The JCMS develops and transmits the necessary reports following the engineer
chain of command to facilitate the decision-making process using intercomputer electronic and direct entry.
The AFCS provides readily accessible, current, standardized, adaptable, and scalable base camp component and facility designs. Army Regulation 415-16 establishes policy and procedures for the development, maintenance, use, and governance of the AFCS program of record. The proponent agency of this regulation is Headquarters Department of the Army, Office of the Chief of Engineers. For additional information, please visit the AFCS Reachback Engineer Data Integration (REDi) web portal at https://uroc-redi.usace.army.mil/sites/afcs/default.aspx or call toll free 1-877-ARMY-ENG (18772779364), commercial 6016342439, or DSN 3124462439. The AFCS REDi web portal hosts a variety of reachback and support services, including JCMS desktop software, JCMS View, JCMS Training, Report a Problem, Report a Data Correction, or Suggest a New Feature or Design.

## A.4.2 Joint Construction Management System Facilities Samples

The following list contains examples of facilities found in JCMS. Refer to the JCMS Training Manual and User Guide, on the REDi portal https://uroc-redi.usace.army.mil/sites/afcs/default.aspx for further information.

1. HELIPAD, large, pallet and mat assembly, 100 by 100 feet
2. K-SPAN, general storage, temporary standard, concrete floor, 50 by 90 feet 3. ROAD REPAIR, Class B, 20 feet wide by 0.1 mile, initial construction, gravel
4. SEAHUT, wood frame building, 16 by 48 feet 5. ELECTRIC POWER PLANT, 2-60 kilowatt generator sets and a pillow tank.

## A.5 Geospatial Expeditionary Planning Tool

The Air Force's Geospatial Expeditionary Planning Tool is a personal, computer-based, automated geographic information system application. Its primary purpose is to allow civil engineer planners to quickly and accurately achieve an 85 percent bed-down solution. Scenario planning operations are automated and interactive, using the appropriate Air Force standards to determine aircraft parking requirements, place deployable facility and utility assets, provide automatic constraint checks; manage airfield damage, and generate a variety of reports and timelines. This program has the capability to:

1. Spatially visualize a layout plan for the facilities and equipment identified as part of any scenario. 2. Interactively change the spatial plan based on user knowledge.
3. Interface with other modules that provide critical information and/or spatial configurations for facilities and equipment to be included in the layout plan.

## Appendix B Standard Units Of Issue B.1 Introduction

This appendix provides names and definitions of common DOD codes for standard units of issue used on military standard requisitioning and issue procedure requisitions. The unit of issue is a two-letter abbreviation of the types of units under which materiel is ordered/issued. Unit of issue codes are sourced by the Defense Logistics Management System. Estimators must be familiar with these codes to ensure that the quantity of materiel ordered is equal to or greater than what is estimated. Figure B-1 illustrates DOD codes effective as of 27 August 2008. Refer to DOD 4000.25-M, Defense Logistics Management Standards, or the Defense Logistics Management Standards Office Web site at http://www.dla.mil for additional codes and information.

| Code    | Description    | Code    | Description    | Code    | Description    |
|---------|----------------|---------|----------------|---------|----------------|
| AM      | Ampoule        | CS      | Case           | PK      | Pack           |
| AT      | Assortment     | CT      | Carton         | PR      | Pair           |
| AY      | Assembly       | CY      | Cylinder       | PT      | Pint           |
| BA      | Ball           | CZ      | Cubic Meter    | QT      | Quart          |
| BD      | Bundle         | DR      | Drum           | RL      | Reel           |
| BE      | Bale           | DZ      | Dozen          | RM      | Ream           |
| BF      | Board Foot     | ea      | Each           | RO      | Roll           |
| BG      | Bag            | FT      | Foot           | SD      | Skid           |
| BK      | Book           | GL      | Gallon         | SE      | Set            |
| BL      | Barrel         | GP      | Group          | SF      | Square Foot    |
| BO      | Bolt           | GR      | Gross          | SH      | Sheet          |
| BR      | Bar            | HD      | Hundred        | SL      | Spool          |
| BT      | Bottle         | IN      | Inch           | SO      | Shot           |
| BX      | Box            | KT      | Kit            | SP      | Strip          |
| CA      | Cartridge      | LB      | Pound          | SX      | Stick          |
| CYD     | Cubic Yard     | LF      | Linear Foot    | SY      | Square Yard    |
| CE      | Cone           | LG      | Length         | TI      | Tin            |
| CF      | Cubic Foot     | LI      | Liter          | TN      | Ton            |
| CL      | Coil           | OZ      | Ounce          | TU      | Tube           |
| CN      | Can            | PD      | Pad            | VI      | Vial           |
| CO      | Container      | PG      | Page           | YD      | Yard           |

INTENTIONALLY BLANK

## Appendix C Estimating Checklist C.1 Introduction

This appendix provides estimators with a comprehensive work item checklist to ensure all work items are considered during development of an estimate. Figures C-1 through C-21 illustrate checklists organized by the Construction Specification Institute's MasterFormat divisions. Divisions having limited application for work normally performed by military engineers have been omitted. These checklists are not timeline sequenced but are to be used by estimators as estimates are developed or as a final review checklist.

## Division 01General Requirements

| Number                       | Description                 | Number               |
|------------------------------|-----------------------------|----------------------|
| 01 00 00                     | General Requirements        |                      |
|                              |                             |                      |
| Project management and       |                             |                      |
| coordination                 |                             |                      |
|                              |                             |                      |
| Work restrictions            |                             |                      |
|                              |                             |                      |
| Pumping/drainage             |                             |                      |
| 01 30 00                     | Administrative Requirements |                      |
|                              |                             |                      |
| Repair/restore area          |                             |                      |
|                              |                             |                      |
| Blueprint machine            |                             |                      |
|                              |                             |                      |
| Scaffolding                  |                             |                      |
|                              |                             |                      |
| Set-up and removal           |                             |                      |
|                              |                             |                      |
| Cleanup and waste management |                             |                      |
| (regular)                    |                             |                      |
|                              |                             |                      |
| Cleanup (final)              |                             |                      |
|                              |                             |                      |
| Signs project and site info  |                             |                      |
|                              |                             |                      |
| Coffee maker                 |                             |                      |
|                              |                             |                      |
| Submittals                   |                             |                      |
|                              |                             |                      |
| Computers/software           |                             |                      |
|                              |                             |                      |
| Supplies, consumable         |                             |                      |
|                              |                             |                      |
| Copy machine                 |                             |                      |
|                              |                             |                      |
| Surveying                    |                             |                      |
|                              |                             |                      |
| Dust control                 |                             |                      |
|                              |                             |                      |
| Tools and equipment          |                             |                      |
|                              |                             |                      |
| Fax machine                  |                             |                      |
|                              |                             |                      |
| Vehicles                     |                             |                      |
|                              |                             |                      |
| Furnishings/equipment        | 01 40 00                    | Quality Requirements |
|                              |                             |                      |
| Licenses                     |                             |                      |
|                              |                             |                      |
| Concrete testing             |                             |                      |
|                              |                             |                      |
| Lifting/hoisting             |                             |                      |
|                              |                             |                      |
| Regulatory requirements      |                             |                      |
|                              |                             |                      |
| Permits                      |                             |                      |
|                              |                             |                      |
| Soils testing                |                             |                      |
|                              |                             |                      |
| Photographs                  |                             |                      |
|                              |                             |                      |
| Structural testing           |                             |                      |
|                              |                             |                      |
| Printer                      |                             |                      |
|                              |                             |                      |
|                              |                             |                      |

## Division 01General Requirements

| Number                            | Description                       | Number               |
|-----------------------------------|-----------------------------------|----------------------|
| 01 50 00                          | Temporary Facilities and Controls |                      |
|                                   |                                   |                      |
| Vehicular access and parking      |                                   |                      |
|                                   |                                   |                      |
| Temporary utilities               |                                   |                      |
|                                   |                                   |                      |
| Temporary barriers and enclosures |                                   |                      |
|                                   |                                   |                      |
| Electricity                       |                                   |                      |
|                                   |                                   |                      |
| Barricades                        |                                   |                      |
|                                   |                                   |                      |
| Fire protection                   |                                   |                      |
|                                   |                                   |                      |
| Dust barriers                     |                                   |                      |
|                                   |                                   |                      |
| Fuel (oil, natural gas, etc.)     |                                   |                      |
|                                   |                                   |                      |
| Fencing                           |                                   |                      |
|                                   |                                   |                      |
| HVAC                              |                                   |                      |
|                                   |                                   |                      |
| Noise barriers                    |                                   |                      |
|                                   |                                   |                      |
| Lighting                          |                                   |                      |
|                                   |                                   |                      |
| Protective walkways/enclosures    |                                   |                      |
|                                   |                                   |                      |
| Telecommunications/internet       |                                   |                      |
|                                   |                                   |                      |
| Temporary controls                |                                   |                      |
|                                   |                                   |                      |
| Water                             |                                   |                      |
|                                   |                                   |                      |
| Environmental controls            |                                   |                      |
|                                   |                                   |                      |
| Construction facilities           |                                   |                      |
|                                   |                                   |                      |
| Erosion and sediment controls     |                                   |                      |
|                                   |                                   |                      |
| Field office                      |                                   |                      |
|                                   |                                   |                      |
| Pest controls                     |                                   |                      |
|                                   |                                   |                      |
| First aid facilities              |                                   |                      |
|                                   |                                   |                      |
| Storm water pollution controls    |                                   |                      |
|                                   |                                   |                      |
| Sanitary facilities (toilets)     |                                   |                      |
|                                   |                                   |                      |
| Project identification            |                                   |                      |
|                                   |                                   |                      |
| Storage boxes/sheds/trailers      |                                   |                      |
|                                   |                                   |                      |
| Temporary project signs           |                                   |                      |
|                                   |                                   |                      |
| Temporary construction            |                                   |                      |
|                                   |                                   |                      |
| Temporary interior/site signage   |                                   |                      |
|                                   |                                   |                      |
| Bridges and ramps                 | 01 60 00                          | Product Requirements |
|                                   |                                   |                      |
| Decking                           |                                   |                      |
|                                   |                                   |                      |
| Hazardous materiels storage and   |                                   |                      |
| handling                          |                                   |                      |
|                                   |                                   |                      |
| Construction aids                 |                                   |                      |
|                                   |                                   |                      |
| Toxic materiels storage and       |                                   |                      |
| handling                          |                                   |                      |
|                                   |                                   |                      |
| Scaffolding and platforms         |                                   |                      |
|                                   |                                   |                      |
|                                   |                                   |                      |
Division 02Existing Conditions
Number
Description
Number
Description
02 40 00
Demolition
02 80 00
Facility Remediation

Demolition of structure

Transportation and disposal of
hazardous materiels

Rubbish disposal

Asbestos removal/encapsulation

Remove from site

Lead paint removal/encapsulation

Disassembly

Polychlorinate biphenyl remediation


Mold remediation


Hazardous waste drum handling

## Division 03Concrete

| Number                      | Description    | Number    |
|-----------------------------|----------------|-----------|
| 03 00 00                    | Applications   |           |
|                             |                |           |
| Retention walls             |                |           |
|                             |                |           |
| Aprons                      |                |           |
|                             |                |           |
| Sills                       |                |           |
|                             |                |           |
| Architectural concrete      |                |           |
|                             |                |           |
| Oil                         |                |           |
|                             |                |           |
| Bases                       |                |           |
|                             |                |           |
| Slab-on-grade               |                |           |
|                             |                |           |
| Flagpole                    |                |           |
|                             |                |           |
| Stair fill                  |                |           |
|                             |                |           |
| Light                       |                |           |
|                             |                |           |
| Stairs                      |                |           |
|                             |                |           |
| Sign                        |                |           |
|                             |                |           |
| On grade                    |                |           |
|                             |                |           |
| Beams                       |                |           |
|                             |                |           |
| Planters                    |                |           |
|                             |                |           |
| Cant strips                 |                |           |
|                             |                |           |
| Sump Pits                   |                |           |
|                             |                |           |
| Columns                     |                |           |
|                             |                |           |
| Toppings                    |                |           |
|                             |                |           |
| Copings                     |                |           |
|                             |                |           |
| Walks                       |                |           |
|                             |                |           |
| Curbs                       | 03 10 00       | Concrete  |
|                             |                |           |
| Drivers                     |                |           |
|                             |                |           |
| Aggregate                   |                |           |
|                             |                |           |
| Air entraining agent        |                |           |
|                             |                |           |
| Elevated slabs, includes on |                |           |
| metal deck                  |                |           |
|                             |                |           |
| Embedded items              |                |           |
|                             |                |           |
| Cement                      |                |           |
|                             |                |           |
| Equipment pads              |                |           |
|                             |                |           |
| Color                       |                |           |
|                             |                |           |
| Exterior walls              |                |           |
|                             |                |           |
| Compressive strength        |                |           |
|                             |                |           |
| Footings                    |                |           |
|                             |                |           |
| Enhancer                    |                |           |
|                             |                |           |
| Column                      |                |           |
|                             |                |           |
| Hardeners                   |                |           |
|                             |                |           |
| Spread                      |                |           |
|                             |                |           |
| Heated                      |                |           |
|                             |                |           |
| Strip (wall)                |                |           |
|                             |                |           |
| Mix design                  |                |           |
|                             |                |           |
| Grade beams                 |                |           |
|                             |                |           |
| Other admixtures            |                |           |
|                             |                |           |
| Pile caps                   |                |           |
|                             |                |           |
| Retarder                    |                |           |
|                             |                |           |
| Foundation mats             |                |           |
|                             |                |           |
| Sand                        |                |           |
|                             |                |           |
| Foundation walls            |                |           |
|                             |                |           |
| Water                       |                |           |
|                             |                |           |
| Girders                     |                |           |
|                             |                |           |
|                             |                |           |
|                             | Gutters        |           |
|                             |                |           |
|                             |                |           |
|                             | Panels         |           |
|                             |                |           |
|                             |                |           |
|                             | Piers          |           |
|                             |                |           |
|                             |                |           |
|                             | Platforms      |           |
|                             |                |           |
|                             |                |           |
|                             | Ramps          |           |
|                             |                |           |
|                             |                |           |
Division 03Concrete
Number
Description
Number
Description
03 11 00
Formwork

Forms, slab

Block-outs

Forms, stair

Bracing

Forms, wall

Chamfer strips

Joints

Clamps

Expansion

Clean

Construction

Erection
03 20 00
Concrete Reinforcing

Expansion joints

Bars

Inserts

Grade of steel

Release agent

Galvanized

Removal

Epoxy coating

Repair

Keyways

Scaffolding

Liners

Shoring

Accessories

Storage

Cutting

Ties

Chairs

Transportation

Bolsters

Vapor barrier
03 30 00
Ready-Mix Concrete

Forms, beam

Transporting

Forms, column

Mixer truck

Forms, curb

Hand or power buggies

Domes

Conveyer

Forms, edge

Placing

Forms, fuel pump

Direct chute

Forms, gutter

Crane and bucket

Pans

Pump truck

Forms, ramp

Consolidating

## Division 03Concrete

| Number            | Description           | Number    | Description      |
|-------------------|-----------------------|-----------|------------------|
| 03 35 00          | Finish                | 03 40 00  | Precast Concrete |
|                   |                       |           |                  |
| Broom             |                       |           |                  |
|                   |                       |           |                  |
| Architectural     |                       |           |                  |
|                   |                       |           |                  |
| Caulk             |                       |           |                  |
|                   |                       |           |                  |
| Beams             |                       |           |                  |
|                   |                       |           |                  |
| Darby             |                       |           |                  |
|                   |                       |           |                  |
| Ts                |                       |           |                  |
|                   |                       |           |                  |
| Fill              |                       |           |                  |
|                   |                       |           |                  |
| Ls                |                       |           |                  |
|                   |                       |           |                  |
| Float             |                       |           |                  |
|                   |                       |           |                  |
| Columns           |                       |           |                  |
|                   |                       |           |                  |
| Grind             |                       |           |                  |
|                   |                       |           |                  |
| Floor slabs       |                       |           |                  |
|                   |                       |           |                  |
| Patch             |                       |           |                  |
|                   |                       |           |                  |
| Slabs             |                       |           |                  |
|                   |                       |           |                  |
| Wire mesh         |                       |           |                  |
|                   |                       |           |                  |
| Planks            |                       |           |                  |
|                   |                       |           |                  |
| Galvanized        |                       |           |                  |
|                   |                       |           |                  |
| Hollow core       |                       |           |                  |
|                   |                       |           |                  |
| Epoxy coating     |                       |           |                  |
|                   |                       |           |                  |
| Tees              |                       |           |                  |
|                   |                       |           |                  |
| Fiber reinforcing |                       |           |                  |
|                   |                       |           |                  |
| Double tees       |                       |           |                  |
|                   |                       |           |                  |
| Forming           |                       |           |                  |
|                   |                       |           |                  |
| Multiple tees     |                       |           |                  |
|                   |                       |           |                  |
| Ties and stirrups |                       |           |                  |
|                   |                       |           |                  |
| Joists            |                       |           |                  |
| 03 39 00          | Curing and Protection |           |                  |
|                   |                       |           |                  |
| Lift slaps        |                       |           |                  |
|                   |                       |           |                  |
| Admixtures        |                       |           |                  |
|                   |                       |           |                  |
| Lintels           |                       |           |                  |
|                   |                       |           |                  |
| Sprays            |                       |           |                  |
|                   |                       |           |                  |
| Lightweight       |                       |           |                  |
|                   |                       |           |                  |
| Straw             |                       |           |                  |
|                   |                       |           |                  |
| Stairs            |                       |           |                  |
|                   |                       |           |                  |
| Blankets          |                       |           |                  |
|                   |                       |           |                  |
| Wall panels       |                       |           |                  |
|                   |                       |           |                  |
| Heating           |                       |           |                  |
|                   |                       |           |                  |
| Tilt-ups          |                       |           |                  |
|                   |                       |           |                  |
| Canvas            |                       |           |                  |
|                   |                       |           |                  |
| Precast           |                       |           |                  |
|                   |                       |           |                  |
| Plastic sheeting  |                       |           |                  |
|                   |                       |           |                  |
| Architectural     |                       |           |                  |
|                   |                       |           |                  |
|                   |                       | Rub       |                  |
|                   |                       |           |                  |
|                   |                       | Sandblast |                  |
|                   |                       |           |                  |
|                   |                       | Screed    |                  |
|                   |                       |           |                  |
|                   |                       | Trowel    |                  |

## Division 04Masonry

| Number                        | Description    | Number         |
|-------------------------------|----------------|----------------|
| 04 00 00                      | Applications   |                |
|                               |                |                |
| Flemish                       |                |                |
|                               |                |                |
| Exterior walls                |                |                |
|                               |                |                |
| Stack                         |                |                |
|                               |                |                |
| Load bearing                  |                |                |
|                               |                |                |
| Reinforcing                   |                |                |
|                               |                |                |
| Non-load bearing              |                |                |
|                               |                |                |
| Grouting/fill                 |                |                |
|                               |                |                |
| Interior walls                | 04 21 29       | Terra Cotta    |
|                               |                |                |
| Load bearing                  | 04 22 00       | Concrete Block |
|                               |                |                |
| Non-load bearing              |                |                |
|                               |                |                |
| Exterior                      |                |                |
|                               |                |                |
| Solid walls                   |                |                |
|                               |                |                |
| Interior                      |                |                |
|                               |                |                |
| Cavity walls                  |                |                |
|                               |                |                |
| Regular                       |                |                |
|                               |                |                |
| Veneer walls                  |                |                |
|                               |                |                |
| Lightweight                   |                |                |
|                               |                |                |
| Flooring                      |                |                |
|                               |                |                |
| Solid                         |                |                |
| 04 21 00                      | Brick          |                |
|                               |                |                |
| Hollow core                   |                |                |
|                               |                |                |
| Common                        |                |                |
|                               |                |                |
| Finish                        |                |                |
|                               |                |                |
| Face                          |                |                |
|                               |                |                |
| One side                      |                |                |
|                               |                |                |
| Cement                        |                |                |
|                               |                |                |
| Two sides                     |                |                |
|                               |                |                |
| Fire                          |                |                |
|                               |                |                |
| Ribbed                        |                |                |
|                               |                |                |
| Color                         |                |                |
|                               |                |                |
| Fluted                        |                |                |
|                               |                |                |
| Special color                 |                |                |
|                               |                |                |
| Split face                    |                |                |
|                               |                |                |
| Glazed                        |                |                |
|                               |                |                |
| Ground                        |                |                |
|                               |                |                |
| Special finish                |                |                |
|                               |                |                |
| Colored                       |                |                |
|                               |                |                |
| Size                          |                |                |
|                               |                |                |
| Glazed                        |                |                |
|                               |                |                |
| Standard                      |                |                |
|                               |                |                |
| Bond beams                    |                |                |
|                               |                |                |
| Jumbo                         |                |                |
|                               |                |                |
| Lintels                       |                |                |
|                               |                |                |
| Norman                        |                |                |
|                               |                |                |
| Pilasters                     |                |                |
|                               |                |                |
| Roman                         |                |                |
|                               |                |                |
| Grouting/fill                 |                |                |
|                               |                |                |
| Engineer                      |                |                |
|                               |                |                |
| Reinforcing                   |                |                |
|                               |                |                |
| Double                        |                |                |
|                               |                |                |
| Bars                          |                |                |
|                               |                |                |
| Bond pattern                  |                |                |
|                               |                |                |
| Wall reinforcing (truss type) |                |                |
|                               |                |                |
| Common                        |                |                |
|                               |                |                |
| Wall ties                     |                |                |
|                               |                |                |
| Running                       |                |                |
|                               |                |                |
| Anchor bolts and templates    |                |                |
|                               |                |                |
| English                       | 04 23 00       | Glass Block    |

## Division 04Masonry

| Number           | Description    |
|------------------|----------------|
| 04 40 00         | Stone          |
|                  |                |
| Weathered        |                |
|                  |                |
| Ashlar           |                |
|                  |                |
| Stripped         |                |
|                  |                |
| Rubble           |                |
|                  |                |
| Cleaning Masonry |                |
|                  |                |
| Cut stone        |                |
|                  |                |
| Sandblasting     |                |
|                  |                |
| Bases            |                |
|                  |                |
| Steam clean      |                |
|                  |                |
| Curbs            |                |
|                  |                |
| Acid wash        |                |
|                  |                |
| Wall ties        |                |
|                  |                |
| Power wash       |                |
|                  |                |
| Flooring         |                |
|                  |                |
| Final clean      |                |
|                  |                |
| Soffits          |                |
|                  |                |
| Facing panels    |                |
|                  |                |
| Simulated stone  |                |
|                  |                |
| Miscellaneous    |                |
|                  |                |
| Showers          |                |
|                  |                |
| Anchors          |                |
|                  |                |
| Stairs           |                |
|                  |                |
| Bolts            |                |
|                  |                |
| Stair treads     |                |
|                  |                |
| Control joints   |                |
|                  |                |
| Thresholds       |                |
|                  |                |
| Copings          |                |
|                  |                |
| Window sills     |                |
|                  |                |
| Dowels           |                |
|                  |                |
| Window stools    |                |
|                  |                |
| Expansion joints |                |
|                  |                |
| Mortar           |                |
|                  |                |
| Flashings        |                |
|                  |                |
| Type             |                |
|                  |                |
| Insulation       |                |
|                  |                |
| K                |                |
|                  |                |
| Insets           |                |
|                  |                |
| O                |                |
|                  |                |
| Reglets          |                |
|                  |                |
| N                |                |
|                  |                |
| Pointing         |                |
|                  |                |
| S                |                |
|                  |                |
| Waterproofing    |                |
|                  |                |
| M                |                |
|                  |                |
| Weep holes       |                |
|                  |                |
| Color            |                |
|                  |                |
| Window sills     |                |
|                  |                |
| Admixtures       |                |
|                  |                |
| Window stools    |                |
|                  |                |
| Joints           |                |
|                  |                |
| Vents            |                |
|                  |                |
| Concave          |                |
|                  |                |
|                  |                |
|                  | Struck         |
|                  |                |
|                  |                |
|                  | Flush          |
|                  |                |
|                  |                |
|                  | Raked          |
|                  |                |
|                  |                |
Division 05Metals
Number
Description
Number
Description
05 12 00
Structural Steel Framing

Fastening

Anchor bolts

Welding

Angles

Bolts

Base plates

Expansion anchors

Beams

Epoxy anchors

Bridging

Machinery anchors

Channels

Weld studs

Clip angles

Shear connectors

Columns

Rivets

Connectors

Timber connectors

Cross bracing

Machine screws

Girders

Painting

Girts

Shop

Hanger rods

Field

Joists

Finish

Leveling plates

Seismic Considerations

Wind bracing and wire rope assemblies

Other Miscellaneous Considerations
05 20 00
Metal Joists

Bumper posts
05 30 00
Metal Decking

Corner guards

Roof

Crane rails

Floor

Curb angles
05 40 00
Cold-Formed Metal Framing

Expansion joints and covers

Roof frames

Lintels

Metal cleaning

Load-bearing studs, joists, rafters, and trusses

Equipment support framing

Pipe supports

Light gauge framing

Trench covers

Miscellaneous

Window guards
05 50 00
Metal Fabrications

Wire products

Stairs and railings
05 70 00
Decorative Metal

Fire escapes

Gratings

Ladders

Treads and nosings

Catwalks

Castings, fabrications, and
specialties

## Division 06Wood, Plastics, And Composites

| Number                         | Description                  | Number                 |
|--------------------------------|------------------------------|------------------------|
| 06 10 00                       | Structural (Rough Carpentry) |                        |
|                                |                              |                        |
| Sheathing                      |                              |                        |
|                                |                              |                        |
| Beams                          |                              |                        |
|                                |                              |                        |
| Hardboard                      |                              |                        |
|                                |                              |                        |
| Box                            |                              |                        |
|                                |                              |                        |
| Particleboard                  |                              |                        |
|                                |                              |                        |
| Laminated                      |                              |                        |
|                                |                              |                        |
| Plywood                        |                              |                        |
|                                |                              |                        |
| Blocking and bridging          |                              |                        |
|                                |                              |                        |
| Shelving                       |                              |                        |
|                                |                              |                        |
| Bracing                        |                              |                        |
|                                |                              |                        |
| Siding                         |                              |                        |
|                                |                              |                        |
| Columns                        |                              |                        |
|                                |                              |                        |
| Sills                          |                              |                        |
|                                |                              |                        |
| Fire stopping                  |                              |                        |
|                                |                              |                        |
| Soffits                        |                              |                        |
|                                |                              |                        |
| Floor planking                 |                              |                        |
|                                |                              |                        |
| Stairs                         |                              |                        |
|                                |                              |                        |
| Joists                         |                              |                        |
|                                |                              |                        |
| Subflooring                    |                              |                        |
|                                |                              |                        |
| Posts and girts                |                              |                        |
|                                |                              |                        |
| Thresholds                     |                              |                        |
|                                |                              |                        |
| Purlins                        |                              |                        |
|                                |                              |                        |
| Underlayment                   |                              |                        |
|                                |                              |                        |
| Rafters                        |                              |                        |
|                                |                              |                        |
| Wainscoting                    |                              |                        |
|                                |                              |                        |
| Roof carpentry                 |                              |                        |
|                                |                              |                        |
| Wall framing                   |                              |                        |
|                                |                              |                        |
| Cants                          |                              |                        |
|                                |                              |                        |
| Studs                          |                              |                        |
|                                |                              |                        |
| Decking                        |                              |                        |
|                                |                              |                        |
| Plates                         |                              |                        |
|                                |                              |                        |
| Sheathing                      |                              |                        |
|                                |                              |                        |
| Sills                          |                              |                        |
|                                |                              |                        |
| Trusses                        | 06 40 00                     | Architectural Woodwork |
| 06 20 00                       | Finish Carpentry             |                        |
|                                |                              |                        |
| Ceiling beams, decorative      |                              |                        |
|                                |                              |                        |
| Cabinets                       |                              |                        |
|                                |                              |                        |
| Chair rails                    |                              |                        |
|                                |                              |                        |
| Casings                        |                              |                        |
|                                |                              |                        |
| Cupolas                        |                              |                        |
|                                |                              |                        |
| Closets                        |                              |                        |
|                                |                              |                        |
| Ornamental                     |                              |                        |
|                                |                              |                        |
| Cornices                       |                              |                        |
|                                |                              |                        |
| Stairs and railings            |                              |                        |
|                                |                              |                        |
| Countertops                    |                              |                        |
|                                |                              |                        |
| Trim                           |                              |                        |
|                                |                              |                        |
| Door bucks                     |                              |                        |
|                                |                              |                        |
| Wood frames                    |                              |                        |
|                                |                              |                        |
| Molding and trim               |                              |                        |
|                                |                              |                        |
| Wood screens and exterior wood |                              |                        |
| shutters                       |                              |                        |
|                                |                              |                        |
| Nailer plates                  | 06 50 00                     | Structural Plastic     |
|                                |                              |                        |
| Paneling                       | 06 60 00                     | Plastic Fabrications   |
|                                |                              |                        |
| Railings                       | 06 70 00                     | Structural Composites  |
|                                |                              |                        |
|                                | 06 80 00                     | Composite Fabrications |

## Division 07Thermal And Moisture Protection

| Number                         | Description               | Number            | Description    |
|--------------------------------|---------------------------|-------------------|----------------|
| 07 70 00                       | Roof Accessories          | 07 10 00          |                |
| Damp Proofing and              |                           |                   |                |
| Waterproofing                  |                           |                   |                |
| 07 20 00                       | Thermal Protection        |                   |                |
|                                |                           |                   |                |
| Downspouts                     |                           |                   |                |
|                                |                           |                   |                |
| Gutters                        |                           |                   |                |
|                                |                           |                   |                |
| Exterior insulation and finish |                           |                   |                |
| systems                        |                           |                   |                |
|                                |                           |                   |                |
| Roof and deck insulation       |                           |                   |                |
|                                |                           |                   |                |
| Expansion joints               |                           |                   |                |
|                                |                           |                   |                |
| Thermal insulation             |                           |                   |                |
|                                |                           |                   |                |
| Fascia                         |                           |                   |                |
| 07 25 00                       | Weather Barriers          |                   |                |
|                                |                           |                   |                |
| Flashing                       |                           |                   |                |
| 07 30 00                       | Steep Slope Roofing       |                   |                |
|                                |                           |                   |                |
| Gravel stop                    |                           |                   |                |
| 07 40 00                       | Roofing and Siding Panels |                   |                |
|                                |                           |                   |                |
| Louvers                        |                           |                   |                |
|                                |                           |                   |                |
| Aluminum siding                |                           |                   |                |
|                                |                           |                   |                |
| Reglet                         |                           |                   |                |
|                                |                           |                   |                |
| Steel siding                   |                           |                   |                |
|                                |                           |                   |                |
| Roof drains                    |                           |                   |                |
|                                |                           |                   |                |
| Wood siding                    |                           |                   |                |
|                                |                           |                   |                |
| Soffit                         |                           |                   |                |
|                                |                           |                   |                |
| Hardboard siding               |                           |                   |                |
|                                |                           |                   |                |
| Hatches                        |                           |                   |                |
|                                |                           |                   |                |
| Plywood siding                 |                           |                   |                |
|                                |                           |                   |                |
| Roof                           |                           |                   |                |
|                                |                           |                   |                |
| Plastic siding                 |                           |                   |                |
|                                |                           |                   |                |
| Smoke vents                    |                           |                   |                |
|                                |                           |                   |                |
| Composition siding             |                           |                   |                |
|                                |                           |                   |                |
| Sky roof                       |                           |                   |                |
|                                |                           |                   |                |
| Mineral-fiber cement siding    |                           |                   |                |
|                                |                           |                   |                |
| Ventilators                    |                           |                   |                |
|                                |                           |                   |                |
| Walkways                       |                           |                   |                |
|                                |                           |                   |                |
| Fabrication panel assemblies   |                           |                   |                |
| with siding                    |                           |                   |                |
| 07 50 00                       | Membrane Roofing          | 07 81 00          | Fireproofing   |
|                                |                           |                   |                |
| Built-up roofing               |                           |                   |                |
|                                |                           |                   |                |
| Beams                          |                           |                   |                |
|                                |                           |                   |                |
| Membrane roofing               |                           |                   |                |
|                                |                           |                   |                |
| Columns                        |                           |                   |                |
|                                |                           |                   |                |
| Fluid applied roofing          |                           |                   |                |
|                                |                           |                   |                |
| Decking                        |                           |                   |                |
|                                |                           |                   |                |
| Coated foamed roofing          | 07 84 00                  | Firestopping      |                |
|                                |                           |                   |                |
| Roll roofing                   | 07 90 00                  | Joint Protection  |                |
| 07 60 00                       | Flashing and Sheet Metal  |                   |                |
|                                |                           |                   |                |
| Preformed joint seals          |                           |                   |                |
|                                |                           |                   |                |
|                                |                           | Joint sealants    |                |
|                                |                           |                   |                |
|                                |                           | Expansion control |                |
Division 08Openings
Number
Description
Number
Description
08 10 00
Doors and Frames
08 50 00
Windows

Accordion

Ballistic/hurricane

Acoustical

Casement

Aluminum

Double-hung

Ballistic

Picture

Bi-parting

Projected

Blast

Screens

Cold storage

Security

Fire rated

Single-hung

Folding

Sliding

Garage
08 60 00
Roof Windows and Skylights

Glass
08 70 00
Hardware

Sliding

Automatic

Swing

Handicapped

Grilles

Security

Rolling
08 80 00
Glazing/Glass

Handicapped

Acoustical

Hollow metal

Allowance for broken glass replacement

Overhead

Allowance for temporary glass

Pressure

Ballistic

Revolving

Faceted

Rolling

Fire glass

Security

Insulated

Service

Laminated

Sliding

Plexiglass

Tin-clad

Reflective

Vault

Spandrel

Wood

Stained
08 30 00
Specialty Doors and Frames

Window films

Wire
08 40 00
Entrances, Storefronts, and Curtain Walls


08 90 00
Louvers and Vents
Division 09Finishes
Number
Description
Number
Description
09 20 00
Plaster and Gypsum Board
09 70 00
Wall Finishes
09 30 00
Tiling

Ceramic tile

Chemical-resistant tiling

Metal tile

Conductive tiling

Mosaic tile

Mortar-bed tiling

Paint

Thin-set tiling

Paneling

Waterproofing-membrane tiling

Planking
09 50 00
Ceilings

Plaster

Acoustical

Plastic tile

Dropped

Quarry tile

Drywall

Stucco

Insulation

Wainscoting

Thermal

Wall coverings

Acoustic

Cloth

Plaster

Paper

Suspension system

Vinyl
09 60 00
Flooring
09 90 00
Painting and Coatings

Access/raised flooring


Carpeting


Fluid-applied


Masonry


Resilient


Specialty


Terrazzo


Wood

## Division 10Specialties

| Number                              | Description             | Number               | Description           |
|-------------------------------------|-------------------------|----------------------|-----------------------|
| 10 10 00                            | Information Specialties | 10 30 00             | Fireplaces and Stoves |
|                                     |                         |                      |                       |
| Display cases                       | 10 40 00                | Safety Specialties   |                       |
|                                     |                         |                      |                       |
| Signage                             | 10 50 00                | Storage Specialties  |                       |
|                                     |                         |                      |                       |
| Visual displays                     |                         |                      |                       |
|                                     |                         |                      |                       |
| Lockers                             |                         |                      |                       |
|                                     |                         |                      |                       |
| Chalkboards, etc.                   |                         |                      |                       |
|                                     |                         |                      |                       |
| Postal specialties                  |                         |                      |                       |
| 10 20 00                            | Interior Specialties    |                      |                       |
|                                     |                         |                      |                       |
| Storage assemblies (shelving)       |                         |                      |                       |
|                                     |                         |                      |                       |
| Compartments and cubicles           |                         |                      |                       |
|                                     |                         |                      |                       |
| Wardrobe and closet specialties     |                         |                      |                       |
|                                     |                         |                      |                       |
| Toilet compartments                 | 10 70 00                | Exterior Specialties |                       |
|                                     |                         |                      |                       |
| Exterior protection (sun and storm) |                         |                      |                       |
|                                     |                         |                      |                       |
| Shower and dressing                 |                         |                      |                       |
| compartments                        |                         |                      |                       |
|                                     |                         |                      |                       |
| Dispenser units                     |                         |                      |                       |
|                                     |                         |                      |                       |
| Flagpoles                           |                         |                      |                       |
|                                     |                         |                      |                       |
| Paper towel                         |                         |                      |                       |
|                                     |                         |                      |                       |
| Manufactured exterior specialties   |                         |                      |                       |
|                                     |                         |                      |                       |
| Napkin                              |                         |                      |                       |
|                                     |                         |                      |                       |
| Protective covers                   |                         |                      |                       |
|                                     |                         |                      |                       |
| Soap                                | 10 80 00                | Other Specialties    |                       |
|                                     |                         |                      |                       |
| Toilet paper                        |                         |                      |                       |
|                                     |                         |                      |                       |
| Flags and banners                   |                         |                      |                       |
|                                     |                         |                      |                       |
| Toilet seat cover                   |                         |                      |                       |
|                                     |                         |                      |                       |
| Grilles and screens                 |                         |                      |                       |
|                                     |                         |                      |                       |
| Grab bars                           |                         |                      |                       |
|                                     |                         |                      |                       |
| Pest control devices                |                         |                      |                       |
|                                     |                         |                      |                       |
| Hand dryers                         |                         |                      |                       |
|                                     |                         |                      |                       |
| Security mirrors and domes          |                         |                      |                       |
|                                     |                         |                      |                       |
| Handicapped bars                    |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Hat/coat rack           |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Medicine chests         |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Mirrors                 |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Mop holder              |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Partitions              |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Robe hook               |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Shelving                |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Toilet accessories      |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Towel bars              |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Towel shelf             |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |
|                                     | Waste receptacles       |                      |                       |
|                                     |                         |                      |                       |
|                                     |                         |                      |                       |

## Division 21Fire Suppression

| Number                         | Description                | Number     |
|--------------------------------|----------------------------|------------|
| 21 20 00                       | Fire-Extinguishing Systems | 21 10 00   |
| Water-Based Fire-Suppression   |                            |            |
| Systems                        |                            |            |
|                                |                            |            |
| Carbon dioxide                 |                            |            |
|                                |                            |            |
| Hydrants and fire department   |                            |            |
| connections                    |                            |            |
|                                |                            |            |
| Standpipes                     |                            |            |
|                                |                            |            |
| Clean agent                    |                            |            |
|                                |                            |            |
| Hoses and nozzles              |                            |            |
|                                |                            |            |
| Wet chemical                   |                            |            |
|                                |                            |            |
| Reels                          |                            |            |
|                                |                            |            |
| Dry chemical                   |                            |            |
|                                |                            |            |
| Racks                          | 21 30 00                   | Fire Pumps |
|                                |                            |            |
| Valves                         |                            |            |
|                                |                            |            |
| Centrifugal                    |                            |            |
|                                |                            |            |
| Cabinets                       |                            |            |
|                                |                            |            |
| Vertical-turbine               |                            |            |
|                                |                            |            |
| Sprinkler systems              |                            |            |
|                                |                            |            |
| Positive-displacement          |                            |            |
|                                |                            |            |
| Wet pipe                       | 21 40 00                   |            |
| Fire-Suppression Water Storage |                            |            |
| (Tanks)                        |                            |            |
|                                |                            |            |
| Dry pipe                       |                            |            |
|                                |                            |            |
|                                |                            |            |
|                                | Pre-action                 |            |
|                                |                            |            |
|                                |                            |            |
|                                | Deluge                     |            |
|                                |                            |            |
|                                |                            |            |

## Division 22Plumbing

| Number                            | Description                | Number             | Description            |
|-----------------------------------|----------------------------|--------------------|------------------------|
| 22 10 00                          | Plumbing Piping and Pumps  | 22 15 00           | Compressed-Air Systems |
|                                   |                            |                    |                        |
| Air chambers                      | 22 30 00                   | Plumbing Equipment |                        |
|                                   |                            |                    |                        |
| Concrete encasement               |                            |                    |                        |
|                                   |                            |                    |                        |
| Water softeners                   |                            |                    |                        |
|                                   |                            |                    |                        |
| Escutcheons                       |                            |                    |                        |
|                                   |                            |                    |                        |
| Filtration equipment              |                            |                    |                        |
|                                   |                            |                    |                        |
| Expansion joints                  |                            |                    |                        |
|                                   |                            |                    |                        |
| Water heaters                     |                            |                    |                        |
|                                   |                            |                    |                        |
| Excavation for piping             |                            |                    |                        |
|                                   |                            |                    |                        |
| Electric                          |                            |                    |                        |
|                                   |                            |                    |                        |
| Fittings                          |                            |                    |                        |
|                                   |                            |                    |                        |
| Fuel-fired                        |                            |                    |                        |
|                                   |                            |                    |                        |
| Hangers                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Water heat exchangers             |                            |                    |                        |
|                                   |                            |                    |                        |
| Insulation                        | 22 40 00                   | Plumbing Fixtures  |                        |
|                                   |                            |                    |                        |
| Shock absorbers                   |                            |                    |                        |
|                                   |                            |                    |                        |
| Bathtubs                          |                            |                    |                        |
|                                   |                            |                    |                        |
| Drinking fountains                | 22 12 00                   |                    |                        |
| Facility Potable-Water Storage    |                            |                    |                        |
| Tanks                             |                            |                    |                        |
|                                   |                            |                    |                        |
| Elevated/roof-mounted             |                            |                    |                        |
|                                   |                            |                    |                        |
| Hose bibs                         |                            |                    |                        |
|                                   |                            |                    |                        |
| Ground-mounted                    |                            |                    |                        |
|                                   |                            |                    |                        |
| Lavatories                        |                            |                    |                        |
|                                   |                            |                    |                        |
| Indoor storage tank               |                            |                    |                        |
|                                   |                            |                    |                        |
| Showers                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Pressure                          |                            |                    |                        |
|                                   |                            |                    |                        |
| Sinks                             |                            |                    |                        |
|                                   |                            |                    |                        |
| Nonpressure                       |                            |                    |                        |
|                                   |                            |                    |                        |
| Bar                               |                            |                    |                        |
| 22 13 00                          | Facility Sanitary Sewerage |                    |                        |
|                                   |                            |                    |                        |
| Janitor                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Facility septic tanks             |                            |                    |                        |
|                                   |                            |                    |                        |
| Kitchen                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Interceptors                      |                            |                    |                        |
|                                   |                            |                    |                        |
| Laundry                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Pumps                             |                            |                    |                        |
|                                   |                            |                    |                        |
| Toilets                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Sanitary waste piping specialties |                            |                    |                        |
|                                   |                            |                    |                        |
| Urinals                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Air-admittance valves             |                            |                    |                        |
|                                   |                            |                    |                        |
| Wash centers/fountains            |                            |                    |                        |
|                                   |                            |                    |                        |
| Water closets                     |                            |                    |                        |
|                                   |                            |                    |                        |
| Fats, oils, and grease disposal   |                            |                    |                        |
| systems                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Grease removal                    |                            |                    |                        |
|                                   |                            |                    |                        |
| Water coolers                     |                            |                    |                        |
|                                   |                            |                    |                        |
| Sanitary drains                   | 22 50 00                   |                    |                        |
| Pool and Fountain Plumbing        |                            |                    |                        |
| Systems                           |                            |                    |                        |
|                                   |                            |                    |                        |
| Separators                        |                            |                    |                        |
|                                   |                            |                    |                        |
| Piping                            |                            |                    |                        |
|                                   |                            |                    |                        |
| Waste and vent piping             |                            |                    |                        |
|                                   |                            |                    |                        |
| Pumps                             |                            |                    |                        |
| 22 14 00                          | Facility Storm Drainage    |                    |                        |
|                                   |                            |                    |                        |
| Water treatment equipment         |                            |                    |                        |
|                                   |                            |                    |                        |
| Piping                            |                            |                    |                        |
|                                   |                            |                    |                        |
| Controls                          |                            |                    |                        |
|                                   |                            |                    |                        |
| Leaders and drains                | 22 60 00                   |                    |                        |
| Gas and Vacuum Systems for        |                            |                    |                        |
| Laboratory and Healthcare         |                            |                    |                        |
| Facilities                        |                            |                    |                        |
|                                   |                            |                    |                        |
| Sump pumps                        |                            |                    |                        |
|                                   |                            |                    |                        |
|                                   |                            |                    |                        |



## Division 23Heating, Ventilating And Air Conditioning

| Number                              | Description                  | Number    | Description               |
|-------------------------------------|------------------------------|-----------|---------------------------|
| 23 10 00                            | Facility Fuel System         | 23 60 00  | Central Cooling Equipment |
|                                     |                              |           |                           |
| Fuel piping                         |                              |           |                           |
|                                     |                              |           |                           |
| Cooling towers                      |                              |           |                           |
|                                     |                              |           |                           |
| Fuel pumps                          |                              |           |                           |
|                                     |                              |           |                           |
| Packaged compressor and             |                              |           |                           |
| condenser units                     |                              |           |                           |
|                                     |                              |           |                           |
| Fuel storage tanks                  |                              |           |                           |
|                                     |                              |           |                           |
| Packaged water chillers             |                              |           |                           |
|                                     |                              |           |                           |
| Underground                         |                              |           |                           |
|                                     |                              |           |                           |
| Refrigerant compressors             |                              |           |                           |
|                                     |                              |           |                           |
| Above ground                        |                              |           |                           |
|                                     |                              |           |                           |
| Refrigerant condensers              |                              |           |                           |
| 23 20 00                            | HVAC Piping and Pumps        | 23 70 00  | Central HVAC Equipment    |
|                                     |                              |           |                           |
| HVAC water treatment                |                              |           |                           |
|                                     |                              |           |                           |
| Air-to-air energy recovery          |                              |           |                           |
| equipment                           |                              |           |                           |
|                                     |                              |           |                           |
| Hydronic piping and pumps           |                              |           |                           |
|                                     |                              |           |                           |
| Custom-packaged outdoor HVAC        |                              |           |                           |
| equipment                           |                              |           |                           |
|                                     |                              |           |                           |
| Internal-combustion engine piping   |                              |           |                           |
|                                     |                              |           |                           |
| Evaporative air-cooling equipment   |                              |           |                           |
|                                     |                              |           |                           |
| Refrigerant piping                  |                              |           |                           |
|                                     |                              |           |                           |
| Indoor central-station air-handling |                              |           |                           |
| units                               |                              |           |                           |
|                                     |                              |           |                           |
| Steam and condensate piping and     |                              |           |                           |
| pumps                               |                              |           |                           |
|                                     |                              |           |                           |
| Packaged outdoor HVAC               |                              |           |                           |
| equipment                           |                              |           |                           |
| 23 30 00                            | HVAC Air Distribution        |           |                           |
|                                     |                              |           |                           |
| Thermal storage (hot and cold)      |                              |           |                           |
| 23 80 00                            | Decentralized HVAC Equipment |           |                           |
|                                     |                              |           |                           |
| Air duct accessories (volume        |                              |           |                           |
| dampers)                            |                              |           |                           |
|                                     |                              |           |                           |
| Air outlets and inlets (diffusers,  |                              |           |                           |
| grilles, etc.)                      |                              |           |                           |
|                                     |                              |           |                           |
| Convection heating and cooling      |                              |           |                           |
| units                               |                              |           |                           |
|                                     |                              |           |                           |
| Air plenums and chases              |                              |           |                           |
|                                     |                              |           |                           |
| Humidity control equipment          |                              |           |                           |
|                                     |                              |           |                           |
| Air terminal units                  |                              |           |                           |
|                                     |                              |           |                           |
| Packaged units                      |                              |           |                           |
|                                     |                              |           |                           |
| Ducts and casings                   |                              |           |                           |
|                                     |                              |           |                           |
| Radiant heating units               |                              |           |                           |
|                                     |                              |           |                           |
| Fans (exhaust and return)           |                              |           |                           |
|                                     |                              |           |                           |
| Temperature Control Systems         |                              |           |                           |
|                                     |                              |           |                           |
| Special exhaust systems             |                              |           |                           |
|                                     |                              |           |                           |
| Insulation                          |                              |           |                           |
|                                     |                              |           |                           |
| Ventilation hoods                   |                              |           |                           |
|                                     |                              |           |                           |
| Duct and piping                     |                              |           |                           |
| 23 40 00                            | HVAC Air Cleaning Device     |           |                           |
|                                     |                              |           |                           |
| Water heaters                       |                              |           |                           |
|                                     |                              |           |                           |
| Electronic air cleaners             |                              |           |                           |
|                                     |                              |           |                           |
| Piping                              |                              |           |                           |
|                                     |                              |           |                           |
| Gas-phase air filtration            |                              |           |                           |
|                                     |                              |           |                           |
| Air chambers                        |                              |           |                           |
|                                     |                              |           |                           |
| Particulate air filtration          |                              |           |                           |
|                                     |                              |           |                           |
| Concrete encasement                 |                              |           |                           |
| 23 50 00                            | Central Heating Equipment    |           |                           |
|                                     |                              |           |                           |
| Escutcheons                         |                              |           |                           |
|                                     |                              |           |                           |
| Breechings, chimneys, and stacks    |                              |           |                           |
|                                     |                              |           |                           |
| Expansion joints                    |                              |           |                           |
|                                     |                              |           |                           |
| Feedwater pumps and deaerators      |                              |           |                           |
|                                     |                              |           |                           |
| Excavation for piping               |                              |           |                           |
|                                     |                              |           |                           |
| Fuel-fired heaters                  |                              |           |                           |
|                                     |                              |           |                           |
| Fittings                            |                              |           |                           |
|                                     |                              |           |                           |
| Heat exchangers for HVAC            |                              |           |                           |
|                                     |                              |           |                           |
| Hangers                             |                              |           |                           |
|                                     |                              |           |                           |
| Heating boilers or furnaces         |                              |           |                           |
|                                     |                              |           |                           |
| Shock absorbers                     |                              |           |                           |

## Division 26, 27, And 28Electrical, Communications, And Security

| Number                                | Description     | Number                    |
|---------------------------------------|-----------------|---------------------------|
|                                       |                 |                           |
| Fixtures                              | 26 10 00        |                           |
| Medium-Voltage Electrical             |                 |                           |
| Distribution                          |                 |                           |
|                                       |                 |                           |
| Substations                           |                 |                           |
|                                       |                 |                           |
| Area lighting                         |                 |                           |
|                                       |                 |                           |
| Transformers                          |                 |                           |
|                                       |                 |                           |
| Exit lights                           |                 |                           |
|                                       |                 |                           |
| Switchgear                            |                 |                           |
|                                       |                 |                           |
| Floodlighting                         |                 |                           |
|                                       |                 |                           |
| Circuit protection devices            |                 |                           |
|                                       |                 |                           |
| Fluorescent                           |                 |                           |
|                                       |                 |                           |
| Fountain lighting                     | 26 20 00        |                           |
| Low-Voltage Electrical                |                 |                           |
| Distribution                          |                 |                           |
|                                       |                 |                           |
| High-intensity discharge              |                 |                           |
|                                       |                 |                           |
| Overhead electrical power             |                 |                           |
| systems                               |                 |                           |
|                                       |                 |                           |
| Transformers                          |                 |                           |
|                                       |                 |                           |
| High-pressure sodium                  |                 |                           |
|                                       |                 |                           |
| Switchgear                            |                 |                           |
|                                       |                 |                           |
| Incandescent                          |                 |                           |
|                                       |                 |                           |
| Switchboards and panel boards         |                 |                           |
|                                       |                 |                           |
| Metal halide                          |                 |                           |
|                                       |                 |                           |
| Enclosed bus assemblies               |                 |                           |
|                                       |                 |                           |
| Site lighting                         |                 |                           |
|                                       |                 |                           |
| Power distribution units              |                 |                           |
|                                       |                 |                           |
| Step lighting                         |                 |                           |
|                                       |                 |                           |
| Distribution equipment                |                 |                           |
|                                       |                 |                           |
| Devices                               |                 |                           |
|                                       |                 |                           |
| Circuit protection devices            |                 |                           |
|                                       |                 |                           |
| Bollards                              |                 |                           |
|                                       |                 |                           |
| Controllers and control devices       |                 |                           |
|                                       |                 |                           |
| Boxes for outlets, receptacles, light |                 |                           |
| switches, and dimmers                 |                 |                           |
|                                       |                 |                           |
| Cover plates                          | 26 30 00        | Facility Electrical Power |
| Generating and Storing                |                 |                           |
| Equipment                             |                 |                           |
|                                       |                 |                           |
| Packaged generator assemblies         |                 |                           |
|                                       |                 |                           |
| Dimmers                               |                 |                           |
|                                       |                 |                           |
| Battery equipment                     |                 |                           |
|                                       |                 |                           |
| Lighting control switches             |                 |                           |
|                                       |                 |                           |
| Power filters and conditioners        |                 |                           |
|                                       |                 |                           |
| Motor control centers                 |                 |                           |
|                                       |                 |                           |
| Transfer switches                     |                 |                           |
|                                       |                 |                           |
| Motors                                |                 |                           |
|                                       |                 |                           |
| Outlets                               | 26 40 00        | Electrical and Cathodic   |
| Protection                            |                 |                           |
|                                       |                 |                           |
| Facility lighting protection          |                 |                           |
|                                       |                 |                           |
| Poles                                 |                 |                           |
|                                       |                 |                           |
| Cathodic protection                   |                 |                           |
|                                       |                 |                           |
| Receptacles                           |                 |                           |
|                                       |                 |                           |
| Transient voltage suppression         |                 |                           |
|                                       |                 |                           |
| Safety devices                        |                 |                           |
| 26 50 00                              | Lighting        |                           |
|                                       |                 |                           |
|                                       |                 |                           |
|                                       | Interior        |                           |
|                                       |                 |                           |
|                                       |                 |                           |
|                                       | Emergency       |                           |
|                                       |                 |                           |
|                                       |                 |                           |
|                                       | Exit signs      |                           |
|                                       |                 |                           |
|                                       |                 |                           |
|                                       | Special purpose |                           |
|                                       |                 |                           |
|                                       |                 |                           |
|                                       | Exterior        |                           |
|                                       |                 |                           |
|                                       |                 |                           |

## Division 26, 27, And 28Electrical, Communications, And Security

| Number                        | Description                | Number    | Description                  |
|-------------------------------|----------------------------|-----------|------------------------------|
|                               | Incoming Service           |           | Pull boxes                   |
|                               |                            |           |                              |
| Raceways                      |                            |           |                              |
|                               |                            |           |                              |
| Connection to power company   |                            |           |                              |
| system                        |                            |           |                              |
|                               | Overhead                   |           | Supports                     |
|                               | Underground                |           | Undercarpet cabling/wiring   |
| systems                       |                            |           |                              |
|                               | Primary                    |           | Underfloor cabling system    |
|                               | Secondary                  |           | Wire                         |
|                               | Service feeds              |           | Emergency Systems            |
|                               | Main transformer           |           | Area protection relay system |
|                               | Unit substation            |           | Exit lighting                |
|                               | Feeder                     |           | Battery emergency lighting   |
|                               | Manholes                   |           | Generator                    |
|                               | Primary                    |           | Lighting                     |
|                               | Secondary                  |           | Power                        |
|                               |                            |           |                              |
| Meters                        |                            |           |                              |
|                               | Power connection to second |           |                              |
| service entrance              |                            |           |                              |
|                               | Wiring                     |           | Transfer switch              |
|                               | Cable                      | 27 20 00  | Data Communications          |
|                               | Armored                    | 27 30 00  | Voice Communications         |
|                               | Coaxial                    | 27 40 00  | Audio-Video Communications   |
|                               | Ethernet                   |           | Paging systems               |
|                               | Insulated                  |           | Public address systems       |
|                               | Metallic                   |           | Sound systems                |
|                               | Nonmetallic                |           | Television systems           |
|                               | Optical fiber              |           | Antennae                     |
|                               | Shielded                   |           | Cables                       |
|                               | Connections                |           | Cameras                      |
|                               | Equipment connections      |           | Satellite dishes             |
|                               |                            |           |                              |
| Grounding                     | 28 10 00                   |           |                              |
| Electronic Access Control and |                            |           |                              |
| Intrusion Detection           |                            |           |                              |
|                               | Junction boxes             |           |                              |

## Division 31Earthwork

| Number                           | Description              | Number                            |
|----------------------------------|--------------------------|-----------------------------------|
| 31 10 00                         | Site Clearing            |                                   |
|                                  |                          |                                   |
| Concrete raising                 |                          |                                   |
|                                  |                          |                                   |
| Clearing and grubbing            |                          |                                   |
|                                  |                          |                                   |
| Pressure grouting                |                          |                                   |
|                                  |                          |                                   |
| Selective clearing               |                          |                                   |
|                                  |                          |                                   |
| Compaction grouting              |                          |                                   |
|                                  |                          |                                   |
| Tree and shrub removal           |                          |                                   |
|                                  |                          |                                   |
| Mechanical jacking               |                          |                                   |
|                                  |                          |                                   |
| Stripping and stockpiling        |                          |                                   |
|                                  |                          |                                   |
| Vibroflotation and densification |                          |                                   |
| 31 20 00                         | Earthmoving              |                                   |
|                                  |                          |                                   |
| Needle beams                     |                          |                                   |
|                                  |                          |                                   |
| Off-gassing mitigation           |                          |                                   |
|                                  |                          |                                   |
| Underpinning                     |                          |                                   |
|                                  |                          |                                   |
| Grading                          | 31 50 00                 | Excavation Support and Protection |
|                                  |                          |                                   |
| Excavation and fill              |                          |                                   |
|                                  |                          |                                   |
| Anchor tiebacks                  |                          |                                   |
|                                  |                          |                                   |
| Mass                             |                          |                                   |
|                                  |                          |                                   |
| Cofferdams                       |                          |                                   |
|                                  |                          |                                   |
| Trench                           |                          |                                   |
|                                  |                          |                                   |
| Cribbing and whalers             |                          |                                   |
|                                  |                          |                                   |
| Embankments                      |                          |                                   |
|                                  |                          |                                   |
| Ground freezing                  |                          |                                   |
|                                  |                          |                                   |
| Slurry walls                     |                          |                                   |
|                                  |                          |                                   |
| Erosion and sedimentation        |                          |                                   |
| controls                         |                          |                                   |
| 31 30 00                         | Earthwork Methods        |                                   |
| 31 60 00                         | Special Foundations and  |                                   |
| Load-Bearing Elements            |                          |                                   |
|                                  |                          |                                   |
| Soil treatment                   |                          |                                   |
|                                  |                          |                                   |
| Driven piles                     |                          |                                   |
|                                  |                          |                                   |
| Rodent control                   |                          |                                   |
|                                  |                          |                                   |
| Pressure-injected footings       |                          |                                   |
|                                  |                          |                                   |
| Termite control                  |                          |                                   |
|                                  |                          |                                   |
| Bored piles                      |                          |                                   |
|                                  |                          |                                   |
| Vegetation control               |                          |                                   |
|                                  |                          |                                   |
| Caissons                         |                          |                                   |
|                                  |                          |                                   |
| Soil stabilization               |                          |                                   |
|                                  |                          |                                   |
| Special foundations              |                          |                                   |
|                                  |                          |                                   |
| Rock stabilization               |                          |                                   |
|                                  |                          |                                   |
| Foundation anchors               |                          |                                   |
|                                  |                          |                                   |
| Soil reinforcement               | 31 70 00                 | Tunneling and Mining              |
|                                  |                          |                                   |
| Slope protection                 |                          |                                   |
|                                  |                          |                                   |
| Blasting                         |                          |                                   |
|                                  |                          |                                   |
| Gabions                          |                          |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |
|                                  | Riprap                   |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |
| 31 40 00                         | Shoring and Underpinning |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |
|                                  | Shoring                  |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |
|                                  | Timber                   |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |
|                                  | Sheet piling             |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |
|                                  | Metal hydraulic shoring  |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |
|                                  | Pneumatic shoring        |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |
|                                  | Trench shielding         |                                   |
|                                  |                          |                                   |
|                                  |                          |                                   |



| Number    | Description                 | Number    | Description      |
|-----------|-----------------------------|-----------|------------------|
|           | Borrow Pit                  |           | Compaction       |
|           | Groundwater expected        |           | Hand             |
|           | None                        |           | Mechanical       |
|           | Pump                        |           | Water Control    |
|           | Wellpoint system            |           | Dams             |
|           | Trench away from excavation |           | Ditching         |
|           | Sheeting/shoring            |           | Pumping          |
|           | Disposal                    |           | Wellpoint system |
|           | Off site                    |           |                  |
|           | Onsite                      |           |                  |
|           | Use for fill                |           |                  |
|           | Backfill                    |           |                  |
|           | Mass                        |           |                  |
|           | Trench                      |           |                  |
|           | Berms                       |           |                  |
|           | Topsoil                     |           |                  |
|           | Gravel                      |           |                  |
|           | Stone                       |           |                  |
|           | Source                      |           |                  |
|           | Borrow pit                  |           |                  |
|           | Commercial pit              |           |                  |
|           | Onsite                      |           |                  |

## Division 32Exterior Improvements

| Number                    | Description                  | Number    | Description            |
|---------------------------|------------------------------|-----------|------------------------|
| 32 10 00                  | Bases, Ballasts, and Paving  | 32 30 00  | Site Improvements      |
| 32 11 00                  | Base Courses                 |           | Fencing and gates      |
| 32 12 00                  | Flexible Paving              |           | Retaining walls        |
|                           | Preparatory coats            |           | Fabricated bridges     |
|                           | Tack coat                    |           | Screening devises      |
|                           | Asphaltic tack coats         | 32 70 00  | Wetlands               |
|                           | Prime coats                  | 32 80 00  | Irrigation             |
|                           | Asphaltic prime coats        | 32 90 00  | Planting               |
|                           | Asphalt paving               |           | Planting preparation   |
|                           | Hot mix                      |           | Lawn                   |
|                           | Cold mix                     |           | Seeding                |
|                           | Asphalt paving               |           | Sodding                |
|                           | Trees                        |           |                        |
| Flexible paving surface   |                              |           |                        |
| treatments                |                              |           |                        |
|                           | Asphaltic seal and fog coats |           | Bushes                 |
|                           | Coal tar seal coats          |           | Shrubs                 |
|                           | Fuel-resistant sealers       |           | Plantings              |
|                           | Joint sealants               |           | Ground cover           |
| 32 13 00                  | Rigid Paving (concrete)      |           | Mulch                  |
| 32 14 00                  | Unit Paving, precast         |           | Edgings                |
|                           | Brick unit                   |           | Maintenance agreements |
|                           | Asphalt unit                 |           | Plants                 |
|                           | Stone unit                   |           | Planting accessories   |
| 32 15 00                  | Aggregate Surfacing          |           | Edging                 |
|                           | Cinder                       |           | Tree guying            |
|                           | Crushed stone                |           | Transplanting          |
| 32 16 00                  | Curbs and Gutters            |           | Special considerations |
| 32 17 00                  | Paving Specialties           |           | Other Considerations   |
|                           | Bumpers, parking             |           | Driveways              |
|                           | Markings, pavement           |           | Patios                 |
|                           | Steps                        | 32 18 00  |                        |
| Athletic and Recreational |                              |           |                        |
| Surfacing                 |                              |           |                        |
|                           |                              |           | Walks                  |


## Division 33Utilities

| Number                              | Description                     | Number    | Description                   |
|-------------------------------------|---------------------------------|-----------|-------------------------------|
| 33 05 23                            | Trenchless Utility              |           |                               |
| 33 60 00                            |                                 |           |                               |
| Hydronic and Steam Energy           |                                 |           |                               |
| Distribution                        |                                 |           |                               |
|                                     | Microtunneling                  |           | Hydronic distribution         |
|                                     | Horizontal boring               |           | Steam distribution            |
| 33 10 00                            | Water Utilities                 | 33 70 00  | Electrical Utilities          |
|                                     |                                 |           |                               |
| Piping                              |                                 |           |                               |
|                                     |                                 |           |                               |
| Electrical utility transmission and |                                 |           |                               |
| distribution                        |                                 |           |                               |
|                                     | Equipment                       |           | Substations                   |
|                                     | Tanks                           |           | Transformers                  |
| 33 20 00                            | Wells                           |           | Overhead wiring               |
| 33 30 00                            | Sanitary Sewer Utilities        |           | High-voltage switchgear       |
|                                     | Piping                          |           | Medium-voltage switchgear     |
|                                     | Equipment                       |           | Grounding                     |
|                                     | Pumping station                 | 33 80 00  | Communications Utilities      |
|                                     | Force mains                     |           | Structures                    |
|                                     | Septic systems                  |           | Distribution                  |
|                                     | Structures                      |           | Communications distribution   |
| 33 40 00                            | Storm Drainage Utility          |           | Copper cabling                |
|                                     | Piping                          |           | Optical fiber cabling         |
|                                     | Culverts (head and wing walls)  |           | Coaxial cabling               |
|                                     | Drains                          |           | Grounding and bonding         |
|                                     | Structures (e.g., catch basins) |           | Wireless communications       |
| distribution                        |                                 |           |                               |
| 33 51 00                            | Natural Gas Distribution        |           | Laser                         |
|                                     | Piping                          |           | Microwave                     |
|                                     | Watering                        |           | Infrared                      |
| 33 52 00                            | Liquid Fuel Distribution        |           | Ultrahigh frequency/very high |
| frequency                           |                                 |           |                               |
|                                     | Piping                          |           | Valve and Valve Boxes         |
|                                     | Pumps                           |           |                               |
| 33 56 00                            | Fuel Storage Tanks              |           |                               |
|                                     | Above ground                    |           |                               |
|                                     | Underground                     |           |                               |
|                                     | Aviation fuel                   |           |                               |
|                                     | Compressed gas                  |           |                               |

## Division 34Transportation

| Number                        | Description                 | Number    | Description    |
|-------------------------------|-----------------------------|-----------|----------------|
| 34 10 00                      | Rail Tracks                 | 34 43 00  | Airfields      |
|                               |                             |           |                |
| Rails                         |                             |           |                |
|                               |                             |           |                |
| Runway signals and lights     |                             |           |                |
|                               |                             |           |                |
| Cross ties                    |                             |           |                |
|                               |                             |           |                |
| Landing equipment             |                             |           |                |
|                               |                             |           |                |
| Signal and control equipment  |                             |           |                |
|                               |                             |           |                |
| Control tower equipment       |                             |           |                |
|                               |                             |           |                |
| Track accessories             |                             |           |                |
|                               |                             |           |                |
| Weather observation equipment |                             |           |                |
| 34 40 00                      | Roadways                    | 34 80 00  | Bridges        |
|                               |                             |           |                |
| Signals                       |                             |           |                |
|                               |                             |           |                |
| Bridge machinery              |                             |           |                |
|                               |                             |           |                |
| Controls                      |                             |           |                |
|                               |                             |           |                |
| Bridge specialties            |                             |           |                |
|                               |                             |           |                |
| Monitoring equipment          |                             |           |                |
|                               |                             |           |                |
|                               |                             |           |                |
|                               | Vehicle barriers            |           |                |
|                               |                             |           |                |
|                               |                             |           |                |
|                               | Guard rails and guide rails |           |                |
|                               |                             |           |                |
|                               |                             |           |                |
|                               | Vehicle delineators         |           |                |
|                               |                             |           |                |
|                               |                             |           |                |
|                               | Fare collection equipment   |           |                |
|                               |                             |           |                |
|                               |                             |           |                |

## Division 35Waterway And Marine Construction

| Number                         | Description              | Number    | Description                    |
|--------------------------------|--------------------------|-----------|--------------------------------|
| 35 10 00                       |                          |           |                                |
| Signaling and Control          |                          |           |                                |
| Equipment                      |                          |           |                                |
| 35 50 00                       |                          |           |                                |
| Marine Construction and        |                          |           |                                |
| Equipment                      |                          |           |                                |
|                                |                          |           |                                |
| Floating construction          |                          |           |                                |
| 35 20 00                       | Construction and Control |           |                                |
| Equipment                      |                          |           |                                |
|                                |                          |           |                                |
| Hydraulic fabrications         |                          |           |                                |
|                                |                          |           |                                |
| Offshore platform construction |                          |           |                                |
|                                |                          |           |                                |
| Hydraulic gates                |                          |           |                                |
|                                |                          |           |                                |
| Underwater construction        |                          |           |                                |
|                                |                          |           |                                |
| Hydraulic valves               |                          |           |                                |
|                                |                          |           |                                |
| Harbor deepening               |                          |           |                                |
|                                |                          |           |                                |
| Dredging                       |                          |           |                                |
|                                |                          |           |                                |
| Pipeline construction          |                          |           |                                |
| 35 30 00                       | Coastal Construction     |           |                                |
|                                |                          |           |                                |
| Foundation construction        |                          |           |                                |
|                                |                          |           |                                |
| Shoreline protection           |                          |           |                                |
|                                |                          |           |                                |
| Structures construction        |                          |           |                                |
|                                |                          |           |                                |
| Seawalls                       |                          |           |                                |
|                                |                          |           |                                |
| Waterproofing                  |                          |           |                                |
|                                |                          |           |                                |
| Revetments                     |                          |           |                                |
|                                |                          |           |                                |
| Marine specialties             |                          |           |                                |
|                                |                          |           |                                |
| Breakwaters                    |                          |           |                                |
|                                |                          |           |                                |
| Marine fenders                 |                          |           |                                |
|                                |                          |           |                                |
| Jetties                        |                          |           |                                |
|                                |                          |           |                                |
| Buoys                          |                          |           |                                |
|                                |                          |           |                                |
| Groins                         |                          |           |                                |
|                                |                          |           |                                |
| Mooring devices                |                          |           |                                |
|                                |                          |           |                                |
| Artificial reefs               |                          |           |                                |
|                                |                          |           |                                |
| Marine bollards and cleats     |                          |           |                                |
|                                |                          |           |                                |
| Marine chain and accessories   |                          |           |                                |
| 35 40 00                       |                          |           |                                |
| Waterway Construction and      |                          |           |                                |
| Equipment                      |                          |           |                                |
|                                | Levees                   | 35 70 00  | Dam Construction and Equipment |
|                                | Bank protection          |           |                                |
|                                | Scour protection         |           |                                |
|                                | Waterway structures      |           |                                |

## Division 41Materiel Processing And Handling Equipment

| Number                   | Description            | Number    | Description                 |
|--------------------------|------------------------|-----------|-----------------------------|
|                          | Lifting devices        | 41 10 00  |                             |
| Bulk Materiel Processing |                        |           |                             |
| Equipment                |                        |           |                             |
|                          | Sizing equipment       |           | Specialty materiel handling |
| equipment                |                        |           |                             |
|                          | Conveying equipment    | 41 30 00  | Manufacturing Equipment     |
|                          | Feeders                | 41 40 00  |                             |
| Container Processing and |                        |           |                             |
| Packaging                |                        |           |                             |
|                          | Batching equipment     | 41 50 00  | Materiel Storage            |
| 41 60 00                 | Mobile Plant Equipment | 41 20 00  | Piece Materiel Handling     |
| Equipment                |                        |           |                             |
|                          | Conveyors              |           |                             |
|                          | Cranes and hoists      |           |                             |

## Division 46Water Treatment Equipment

| Number    | Description                                                        |
|-----------|--------------------------------------------------------------------|
|           |                                                                    |
| 46 07 00  | Water Treatment Equipment                                          |
|           | Packaged water treatment                                           |
|           | General water treatment equipment                                  |
|           | Water filtration equipment                                         |
|           | Water treatment chemical systems equipment                         |
|           | Water treatment biological systems equipment                       |
|           | Sludge treatment and handling equipment for water treatment system |

INTENTIONALLY BLANK

## Appendix D Conversion Factors D.1 Introduction

This appendix provides unit of measure conversion factors. Many are provided to convert between the English system of measure and the metric system of measure. Figure D-1 lists these conversion factors. For additional weights and measures of materiels, and conversion factors refer to http:www.convert-me.com.

| Multiply        | By            | To Obtain      | Multiply          | By            | To Obtain         |
|-----------------|---------------|----------------|-------------------|---------------|-------------------|
| Area            |               |                |                   |               |                   |
| Acres           | 43560         | Square feet    | Square kilometers | 0.3861        | Square miles      |
| Square meters   | 10.76         | Square feet    | Acres             | 0.004047      | Square            |
| kilometers      |               |                |                   |               |                   |
| Acres           | 4046.9        | Square meters  | Square meters     | 1.196         | Square yards      |
| Acres           | 0.0015625     | Square miles   | Square miles      | 2.590         | Square kilometers |
| Acres           | 4840          | Square yards   | Square miles      | 3097600       | Square yards      |
| 0.1550          | Square inches | Square yards   | 1296.0            | Square inches | Square            |
| centimeters     |               |                |                   |               |                   |
| Square feet     | 0.0929        | Square meters  | Square yards      | 9.0           | Square feet       |
| Square yards    | 0.836         | Square meters  | Square inches     | 6.45          | Square            |
| centimeters     |               |                |                   |               |                   |
| Linear Measure  |               |                |                   |               |                   |
| Centimeters     | 0.394         | Inches         | Kilometers        | 0.540         | Miles (nautical)  |
| Degrees (angle) | 0.01745       | Radians        | Kilometers        | 0.621         | Miles (statute)   |
| Feet            | 0.305         | Meters         | Meters            | 3.281         | Feet              |
| Meters          | 1.094         | Yards          | Feet per minute   | 0.5080        | Centimeters       |
| per second      |               |                |                   |               |                   |
| Feet per minute | 0.01136       | Miles per hour | Miles (nautical)  | 1.152         | Miles (statute)   |
| Miles (statute) | 1.6093        | Kilometers     | Feet per second   | 1.097         | Kilograms per     |
| hour            |               |                |                   |               |                   |
| Inches          | 2.540         | Centimeters    | Millimeters       | 0.039         | Inches            |
| Inches          | 25.40         | Millimeters    | Radians           | 57.3          | Degrees (angle)   |
| Kilometers      | 3281          | Feet           | Yards             | 0.9144        | Meters            |
| Multiply              | By          | To Obtain             | Multiply              | By        | To Obtain             |
|-----------------------|-------------|-----------------------|-----------------------|-----------|-----------------------|
| Volume                |             |                       |                       |           |                       |
| Cubic feet            | 0.037037    | CYDs                  | Gallons (U.S. liquid) | 3.79      | Liters                |
| Cubic feet            | 0.028317    | Cubic meters          | Gallons (U.S. liquid) | 0.003785  | Cubic meters          |
| Cubic feet            | 7.481       | Gallon                | Gallons (U.S. liquid) | 0.1336806 | Cubic feet            |
| Cubic meters          | 35.30       | Cubic feet            | Liters                | 1.057     | Quarts (U.S. liquid)  |
| Cubic meters          | 1.308       | CYDs                  | Liters                | 0.264     | Gallons (U.S. liquid) |
| Milliliters           | 0.0338      | Ounces (U.S. liquid)  | Cubic meters          | 264.2     | Gallons (U.S.         |
| liquid)               |             |                       |                       |           |                       |
| CYDs                  | 27.0        | Cubic feet            | Ounces (U.S. liquid)  | 29.6      | Milliliters           |
| CYDs                  | 0.76455     | Cubic meters          | Quarts (U.S. liquid)  | 0.946     | Liters                |
| Miscellaneous Measure |             |                       |                       |           |                       |
| Joules                | 0.0009486   | British thermal units | Atmospheres           | 14.70     | Pounds per            |
| square inch           |             |                       |                       |           |                       |
| 0.00009678            | Atmospheres | Centimeters of        |                       |           |                       |
| mercury               |             |                       |                       |           |                       |
| 0.01316               | Atmospheres | Kilograms per         |                       |           |                       |
| square meter          |             |                       |                       |           |                       |
| Kilograms-calories    | 3.968       | British thermal units | Centimeters of        |           |                       |
| mercury               |             |                       |                       |           |                       |
| 0.1934                | Pounds per  |                       |                       |           |                       |
| square inch           |             |                       |                       |           |                       |
| Kilograms per meter   | 0.009302    | British thermal units | Grams- calories       | 0.003968  | British thermal       |
| units                 |             |                       |                       |           |                       |
| Miles per hour        | 1.467       | Feet per second       | Horsepower            | 42.44     | British thermal       |
| units per             |             |                       |                       |           |                       |
| minute                |             |                       |                       |           |                       |
| 0.06804               | Atmospheres | Horsepower            | 745.7                 | Watts     | Pounds per square     |
| inch                  |             |                       |                       |           |                       |
| Inches of water       | 0.002458    | Atmospheres           | Watts                 | 0.05692   |                       |
| British thermal units |             |                       |                       |           |                       |
| per minute            |             |                       |                       |           |                       |
| Temperature           |             |                       |                       |           |                       |
| Add 17.8              |             |                       |                       |           |                       |
| and                   |             |                       |                       |           |                       |
| Temperature           |             |                       |                       |           |                       |
| (Celsius)             |             |                       |                       |           |                       |
| Temperature           |             |                       |                       |           |                       |
| (Fahrenheit)          |             |                       |                       |           |                       |
| Temperature           |             |                       |                       |           |                       |
| (Fahrenheit)          |             |                       |                       |           |                       |
| Temperature           |             |                       |                       |           |                       |
| (degrees Celsius)     |             |                       |                       |           |                       |
| Subtract 32           |             |                       |                       |           |                       |
| and multiply          |             |                       |                       |           |                       |
| by 0.5556             | multiply    |                       |                       |           |                       |
| by 1.80               |             |                       |                       |           |                       |
| Weight                |             |                       |                       |           |                       |
| Pounds                | 0.454       | Kilograms             | Metric tons           | 0.984     | Long tons             |
| Grams                 | 0.0353      | Ounces                | Metric tons           | 1.102     | Short tons            |
| Grams                 | 0.002205    | Pounds                | Ounces                | 28.35     | Grams                 |
| Kilograms             | 2.20        | Pounds                | Ounces                | 0.0625    | Pounds                |
| Kilograms             | 0.001102    | Short tons            | Short tons            | 907.18    | Kilograms             |
| Long tons             | 1016.0      | Kilograms             | Short tons            | 0.8929    | Long tons             |
| Long tons             | 1.12        | Short tons            | Short tons            | 0.907     | Metric tons           |
| Long tons             | 1.016       | Metric tons           | Short tons            | 2000      | Pounds                |

## Appendix E Lumber Length Calculations E.1 Introduction

This appendix provides estimators with calculations for estimating BF measure and the optimum lumber length requirements. Lumber is ordered by board feet at standard commercial lengths. The lengths available in DOD logistic depots range from 8 to 20 feet, in 2-foot increments.

## E.2 Board Foot Measure

Lumber is quantified using a system of measure called BF measure. It allows an estimator to quantify lumber of varying dimensional sizes to a common unit of measure for pricing and comparisons. It is a measure of wood volume. One BF is equal to the volume of a piece of lumber 1 inch thick by 1 foot square. The following formula is used to calculate BF/board feet of lumber:

BF  =  t  w  l (n)  12
where:

1. t = nominal thickness in inches 2. w = nominal width in inches 3. l = length in feet of the individual piece of lumber 4. n = number of like pieces of lumber.
For example: How many board feet are in a 2- by 8-inch piece of lumber 18 feet long?

BF   2  8  18 (1) = 24 board feet  12

## E.3 Board Measure

Board measure is an informal hybrid unit of measure for lumber. It is the sum of the board feet and square feet in an assembly of lumber. If all of the wood in an assembly is measured in board feet (and none in square feet), then the number of board measure in that assembly equals the number of board feet. For example, if 1 square foot of formwork contains 1 square foot of plywood and 1.24 board feet of framing lumber; then there is a total of 2.24 board measures in that 1 square foot of formwork.

1 square foot + 1.24 BF = 2.24 board measure

## E.4 Length Calculations

In many parts of a facility/building, it is obvious what commercial lengths should be ordered. For example, if the joists and girders are 10 feet, 0 inches long, 10-foot commercial lengths are obviously needed. There are situations, however, where it is not quite as evident what length should be ordered. The manager must then calculate the most economical standard length with the least waste.

The procedure for this is as follows:
1. Number pieces/standard lengths. Calculate the number of pieces per standard length for each of the three standard lengths (8, 10, and 12). If this number is not an integer, round down.

number of pieces per standard length =  one standard length (inches)
length of one piece (inches)
2. Number standard lengths required. Find the number of standard lengths required for each of the three alternatives. If this number is not an integer, round up.

number of standard lengths =  one standard length (inches)
length of one piece (inches)
3. Total linear feet required. Calculate the total linear feet required for each of the three standard lengths and use the least.

linear feet = one standard length (feet)  number of standard lengths

## E.5 Sample Length Calculation Problem

The following sample problem is provided: 50 pieces of 2- by 4-inch lumber, 27 inches long, are required. Find the most economical length and the number of pieces to be ordered. There are three standard lengths which can be ordered: 8 feet, 10 feet, or 12 feet. The following analysis examines each:

1. Number pieces/standard lengths

08 feet = 096 inches -  96/27 = 3+ 10 feet = 120 inches - 120/27 = 4+ 12 feet = 144 inches - 144/27 = 5+

Thus, each 96-inch length yields three pieces; each 120-inch length yields four pieces; and each 144-inch length yields five pieces.

2. Number standard lengths required

08 feet - 50/3 = 16+ 10 feet - 50/4 = 12+ 12 feet - 50/5 = 10

3. Total linear feet required.

08 feet - 17  08 feet = 136 linear feet 10 feet - 13  10 feet = 130 linear feet 12 feet - 10  12 feet = 120 linear feet

Twelve-foot standard lengths result in the minimum amount of lumber required, and 10 of these 12-foot lengths should be ordered.

## References

NTTP 3-10.1M/MCTP 3-34D, Seabee Operations in the MAGTF NTRP 1-02, Navy Supplement to the DOD Dictionary of Military and Associated Terms

NTRP 4-04.2.5/TM 3-34.42/AFPAM 32-1020/MCRP 3-3-40D.6, Construction Project Management NTRP 4-04.2.8, Conventional Underwater Construction and Repair Techniques NAVFAC P-437, Volume II, Facility Planning Guide JP 1-02, Department of Defense Dictionary of Military and Associated Terms JP 3-34, Joint Engineer Operations GTA 90-01-011, Deployed Forces Protection Handbook (JFOB) United States Central Command Regulation Number 415-1, Construction and Base Camp Development in the
United States Central Command Area of Responsibility: The Sand Book
ATP 3-34.40/FM 3-34.400/MCWP 3-17.7, General Engineering DOD 4000.25-M, Defense Logistics Management Standards EM 385-1-1, Safety and Health Requirements Manual FM 1-02, Operational Terms and Graphics FM 3-05.230, Special Forces Tactical Facilities FM 5-430.00.1/AFJPAM 32-8013/MCRP 3-40D.1, Volume I, Planning and Design of Roads, Airfields, and
Heliports in the Theater of OperationsRoad Design
FM 5-430.00.2/AFJPAM 32-8013/MCRP 3-40D.2, Volume II, Planning and Design of Roads, Airfields, and
Heliports in the Theater of OperationsAirfield and Heliport Design
FM 5-434/MCRP 3-40D.9, Earthmoving Operations MCRP 1-10.2, Marine Corps Supplement to the Department of Defense Dictionary of Military and Associated
Terms
MSTP Pamphlet 5-0.3, MAGTF Planner's Reference Manual

TM 3-34.44/FM 5-428/MCRP 3-40D.4, Concrete and Masonry TM 3-34.47/FM 5-426/MCRP 3-40D.3, Carpentry TM 3-34.63/FM 5-436, Paving and Surfacing Operations TM 3-34.73/FM 5-480, Port Construction and Repair TM 3-34.85/MCRP 3-34.1, Engineer Field Data
UFC 3-701-01, DOD Facilities Pricing Guide UFC 3-730-01, Programming Cost Estimates for Military Construction UFC 3-740-05, Handbook: Construction Cost Estimating Construction Specifications Institute's MasterFormat (current version) RSMeans (current version), Building Construction Cost Data http://www.convert-me.com http://csinet.org/Home-Page-Category/Formats/MasterFormat.aspx http://www.dla.mil https://uroc-redi.usace.army.mil/sites/afcs/default.aspx http://www.wbdg.org/

## Suggested Reading

TM 5-304, Army Facilities Components System User Guide Joint Construction Management System Training Manual and User Guide Marine Corps Order 3900.15B, Marine Corps Expeditionary Force Development System Marine Corps Supplement to the Department of Defense Dictionary of Military and Associated Terms Micro-Computer Aided Cost Estimating System (MCACES), 2nd Generation (MII) http://www.marines.mil/news/Publications https://redi.usace.army.mil https://toaviewer.navfac.navy.mil http://www.us.army.mil http://www.train.army.mil


## Glossary

capability. The ability to execute a specified course of action. (A capability may or may not be accompanied by
an intention.) (NTRP 1-02)
combat engineering. Engineering capabilities and activities that directly support the maneuver of land combat
forces that require close and integrated support. (DOD Dictionary)
component. 1. One of the subordinate organizations that constitute a joint force. (JP 1) 2. In logistics, a part or
combination of parts having a specific function, which can be installed or replaced only as an entity. (DOD Dictionary)
contingency. A situation requiring military operations in response to natural disasters, terrorists, subversives,
or as otherwise directed by appropriate authority to protect United States interests. (DOD Dictionary)
doctrine. Navy doctrine conveys fundamental principles and overarching guidance in warfare and other
operations. It is authoritative, but requires judgment in its application. Navy doctrine is organized hierarchically and is divided into six series: General/reference, intelligence, operations, logistics, planning, and communications. (NTRP 1-02)
engineer reconnaissance. The gathering of specific, detailed, technical information required by supporting
engineer forces to prepare for and accomplish assigned missions. (NTRP 1-02)
facility. A real property entity consisting of one or more of the following: a building, a structure, a utility
system, pavement, and underlying land. (DOD Dictionary)
general engineering (GE). Those engineering capabilities and activities, other than combat engineering, that
provide infrastructure and modify, maintain, or protect the physical environment. (DOD Dictionary)
joint. Connotes activities, operations, organizations, etc., in which elements of two or more Military
Departments participate. (DOD Dictionary)
joint publication (JP). A compilation of agreed-to fundamental principles, considerations, and guidance on a
particular topic, approved by the Chairman of the Joint Chiefs of Staff or authorized designee, that guides the
employment of a joint force toward a common objective. (DOD Dictionary)
liaison. Contact or intercommunication maintained between elements of military forces or other agencies to
ensure mutual understanding and unity of purpose and action. (NTRP 1-02)
logistics. Planning and executing the movement and support of forces. (DOD Dictionary) Marine air-ground task force (MAGTF). The Marine Corps' principal organization for all missions across a
range of military operations, composed of forces task-organized under a single commander capable of responding rapidly to a contingency anywhere in the world. The types of forces in the Marine air-ground task force are functionally grouped into four core elements: a command element, an aviation combat element, a ground combat element, and a logistics combat element. The four core elements are categories of forces, not formal commands. The basic structure of the Marine air-ground task force never varies, though the number, size, and type of Marine Corps units comprising each of its four elements will always be mission dependent. The flexibility of the organizational structure allows for one or more subordinate Marine air-ground task forces to be assigned. In a joint or multinational environment, other Service or multinational forces may be assigned or attached. (NTRP 1-02)
materiel. All items necessary to equip, operate, maintain, and support military activities without distinction as to
its application for administrative or combat purposes. (DOD Dictionary)
mission. 1. The task, together with the purpose, that clearly indicates the action to be taken and the reason
therefore. (JP 3-0) 2. In common usage, especially when applied to lower military units, a duty assigned to an individual or unit; a task. (JP 3-0) 3. The dispatching of one or more aircraft to accomplish one particular task. (DOD Dictionary)
operation. 1. A sequence of tactical actions with a common purpose or unifying theme. (JP 1) 2. A military
action or the carrying out of a strategic, operational, tactical, service, training, or administrative military mission. (DOD Dictionary)
organic. Assigned to and forming an essential part of a military organization as listed in its table of organization
for the Army, Air Force, and Marine Corps, and are assigned to the operating forces for the Navy.
(DOD Dictionary)
support. The action of a force that aids, protects, complements, or sustains another force in accordance with a
directive requiring such action. 2. A unit that helps another unit in battle. 3. An element of a command that assists, protects, or supplies other forces in combat. (DOD Dictionary)
sustainment. The provision of logistics and personnel services required to maintain and prolong operations
until successful mission accomplishment. (DOD Dictionary)
theater. The geographical area for which a commander of a geographic combatant command has been assigned
responsibility. (DOD Dictionary)

## List Of Acronyms And Abbreviations

ABS
acrylonitrile-butadiene-styrene (plastic)
AFCS
Army Facilities Components System
AFJPAM
Air Force joint pamphlet
AFPAM
Air Force pamphlet
AWG
American wire gage
BF
board foot
BOM
bill of materials
BTU
British thermal unit
CESE
civil engineering support equipment
CPVC
chlorinated polyvinyl chloride (plastic)
DOD
Department of Defense
DWV
drain, waste, and vent
EM
engineer manual
FM
field manual (USA)
FSSP
fuel system supply point
FVNR
full voltage non-reversing
HD
hundred
HVAC
heating, ventilation, and air conditioning
JCMS
Joint Construction Management System
JP
joint publication
kVA
kilovolt-ampere
LAMS
large area maintenance shelter
MAGTF
Marine air-ground task force
MCRP
Marine Corps reference publication
MCWP
Marine Corps warfighting publication
MOS
military occupational specialty
NAVFAC
Naval Facilities Engineering Systems Command
NAVFACLANT
Naval Facilities Engineering Systems Command, Atlantic
NAVFACPAC
Naval Facilities Engineering Systems Command, Pacific
NEMA
National Electrical Manufacturers Association
NTRP
Navy tactical reference publication
NTTP
Navy tactics, techniques, and procedures
PAPI
precision approach path indicator
PDB
power distribution box
POL
petroleum, oil, lubricant
PVC
polyvinyl chloride
REDi
Reachback Engineer Data Integration
SOP
standard operating procedure
TM
technical manual
TPT
tactical petroleum terminal
U.S.
United States
UFC
Unified Facilities Criteria
UROC
USACE Reachback Operations Center
USA
United States Army
USACE
United States Army Corps of Engineers
USAF
United States Air Force
USMC
United States Marine Corps
USN
United States Navy
VLZMP
visual landing zone marker panel


## List Of Effective Pages

| Effective Pages          |
|--------------------------|
| CHANGE 1                 |
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| CHANGE 1                 |
| OCT 2021                 |
| 1                        |
| 2 thru 18                |
| 1-1 thru 1-8             |
| 2-1 thru 2-8             |
| 3-1 thru 3-6             |
| 4-1 thru 4-6             |
| 5-1, 5-2                 |
| 5-A-1 thru 5-A-4         |
| 5-B-1 thru 5-B-4         |
| 5-C-1 thru 5-C-14        |
| 5-D-1 thru 5-D-10        |
| 5-E-1 thru 5-E-12        |
| 5-F-1 thru 5-F-14        |
| 5-G-1 thru 5-G-10        |
| 5-H-1 thru 5-H-6         |
| 5-J-1 thru 5-J-16        |
| 5-K-1 thru 5-K-8         |
| 5-L-1 thru 5-L-10        |
| 5-M-1 thru 5-M-4         |
| 5-N-1 thru 5-N-10        |
| 5-P-1 thru 5-P-6         |
| 5-Q-1 thru 5-Q-16        |
| 5-R-1 thru 5-R-16        |
| 5-S-1 thru 5-S-6         |
| 5-T-1 thru 5-T-8         |
| 5-U-1 thru 5-U-4         |
| 5-V-1 thru 5-V-4         |
| 5-W-1, 5-W-2             |
| 5-X-1, 5-X-2             |
| A-1 thru A-4             |
| B-1, B-2                 |
| C-1 thru C-26            |
| D-1, D-2                 |
| E-1, E-2                 |
| Reference-1, Reference-2 |
| Glossary-1, Glossary-2   |
| LOAA-1, LOAA-2           |
| LEP-1                    |
| LEP-2                    |


INTENTIONALLY BLANK


## Ntrp 4-04.2.3/

# Tm 3-34.41/

## Mcrp 3-40D.12