**SECTION B**

**SUPPLIES OR SERVICES AND PRICES/COSTS**

The Contractor will be paid the Firm-fixed-price for each phase upon
completion of that phase as set forth below. Payments will be made in
accordance with Clause 52.232-10 after approval by the COTR of a
properly executed contract.

  ----------------------------- -------------------------------------------- -------------------------------
  [[ITEM]{.underline}]{.mark}   [[DESCRIPTION]{.underline}]{.mark}           [[AMOUNT]{.underline}]{.mark}

  [Phase]{.mark} I              Preliminary Activities                       \$

  [Phase]{.mark} II             Conceptual Plan Activities (30% Complete)    \$

  [Phase]{.mark} III            Intermediate PS&E Activities (70% Complete)  \$

  [Phase]{.mark} IV             Pre-Final PS&E Activities (95% Complete)     \$

  [Phase]{.mark} V              Revised Pre-Final PS&E Activities (99%       \$
                                Complete)                                    

  [Phase]{.mark} VI             Construction Staking                         \$

  [Phase]{.mark} VII            Final PS&E (100% Complete)                   \$

  [Phase VIII]{.mark}           [Assistance During Advertisement and         [\$0.00]{.mark}
                                Construction]{.mark}                         

  []{.mark}                     [Total Price:]{.mark}                        [\$]{.mark}
  ----------------------------- -------------------------------------------- -------------------------------

**[Notes:]{.mark}**

[]{.mark}

[Yellow Highlights = items changed from template2001.doc]{.mark}

[Green Highlights = items that need to be revised/verified as needed per
project]{.mark}

[]{.mark}

[Template file can be found at ...
H:\\proj_dev\\sow_ige\\template\\template2001.doc]{.mark}

**End of Section B**

**SECTION C**

**STATEMENT OF WORK**

**I. DEFINITIONS FOR THE STATEMENT OF WORK**

A. [Government]{.underline} - The Eastern Federal Lands Highway Division
(EFLHD) of the Federal Highway Administration (FHWA) of the United
States Department of Transportation.

B. [Contractor]{.underline} - The Architect-Engineer firm awarded the
contract to perform the professional services described in this
Statement of Work. (Reference FAR 36.102.)

C. [Statement of Work]{.underline} - A contract section containing a
detailed description of the project or elements of work, and an outline
of the services required, responsibilities of the parties, and other
information necessary to complete the contract work.

D. [Deliverable Items]{.underline} - Items that the Contractor provides
the Government under the terms of the contract, including reports,
documents, plans, maps, and other required items.

E. [FAR]{.underline} - Federal Acquisition Regulation.

F. [Contract Clause]{.underline} - Both the Solicitation Provisions and
Contract Clauses are collectively referred to as Contract Clauses.

G. [PDDM]{.underline} - Federal Lands Highway Project Development and
Design Manual, including revisions and updates.

H. [Partner Agency]{.underline} - The National Park Service (NPS).

I. [AASHTO]{.underline} - American Association of State Highway and
Transportation Officials.

J. [FP-[03]{.mark}]{.underline} - The Standard Specifications for
Construction of Roads and Bridges on Federal Highway Projects, U.S.
Department of Transportation, Federal Highway Administration.

**II. PURPOSE**

This contract is for all engineering services necessary for the
preparation of the Plans, Specifications, and Estimate (PS&E) and other
supporting documents as described below.

**III. PROJECT DESCRIPTION**

**[(Description should highlight key information described in the Design
Scoping Report and be as specific as possible)]{.mark}**

**IV. GOVERNMENT PROVIDED DATA**

The following items are provided to the Contractor: **[(Add or delete
from this list as applicable)]{.mark}**

  ------------------- ------------------------------------------------------ ----------------------
  [No.]{.underline}   [Item Description]{.underline}                         [Format]{.underline}

                      PDDM                                                   CD-ROM

                      EFLHD Construction Manual with EFLHD Slope Staking     CD-ROM
                      Procedures                                             

                      Standard Specifications for Construction of Roads and  CD-ROM
                      Bridges on Federal Highway Projects, FP-[03]{.mark}    

                      NPS Park Road Standards                                CD-ROM

                      NPS Sign Manual located at                             World Wide Web
                      [http://www.nps.gov/npsigns/]{.underline}              

                      Streetscape Manual located at                          World Wide Web
                      [http://www.nps.gov/streetscape/]{.underline}          

                      Design Scoping Report and Updates                      [Paper Copy]{.mark}

                      Library of Specifications (LOS)                        CD-ROM

                      GEOPAK standard input files                            CD-ROM

                      Microstation seed files (level and symbology, etc)     CD-ROM

                      As-Builts                                              [Paper Copy]{.mark}

                      Bridge Inspection Reports                              [Paper Copy]{.mark}

                      Geotechnical Report **[(if previously                  [Paper Copy]{.mark}
                      completed)]{.mark}**                                   

                      Engineering Study **[(if previously                    [Paper Copy]{.mark}
                      completed)]{.mark}**                                   

                      Traffic Safety Study **[(if previously                 [Paper Copy]{.mark}
                      completed)]{.mark}**                                   

                      FLH / EFLHD Standards and Details                      CD-ROM

                      Sample Typical Sections, Drainage Summary Sheets, and  CD-ROM
                      Sign Schedule Sheets                                   

                      Engineer's Estimate System (EES) Program, EFLHD Pay    CD-ROM
                      Item Lists, and Bid History                            

                      Environmental Documentation **[(if previously          [Paper Copy]{.mark}
                      completed)]{.mark}**                                   

                      PS&E Forms                                             CD-ROM

                      PS&E Checklist                                         [Paper Copy]{.mark}

                      Photogrammetric mapping and horizontal and vertical    CD-ROM
                      datum **[(if previously completed)]{.mark}**           

                      Sample Invoice Format                                  CD-ROM

                      Sample PS&E Package for each Design Phase described in 
                      the Statement of Work, including:                      

                      A. Sample Plans **[(use a project similar in scope to  CD-ROM
                      this project)]{.mark}**                                

                      B. Sample Special Contract Requirements (SCR)          CD-ROM

                      C. Sample Engineer's Estimate (EE)                     CD-ROM

                      D. Sample Unit Price Analysis (UPA) and sample UPA     CD-ROM
                      forms                                                  

                      E. Sample Slope Stake books                            CD-ROM

                      F. Sample Critical Path Method (CPM) Schedule          CD-ROM

                      G. Sample Design Narrative                             CD-ROM

                      H. Sample Traffic Control Narrative, if separate from  CD-ROM
                      the plans                                              

                      I. Sample Sediment & Erosion Control Narrative, if     CD-ROM
                      separate from the plans                                

                      J. Sample Highway Design Standards form                CD-ROM

                      K. Sample Utility Status Report                        CD-ROM
  ------------------- ------------------------------------------------------ ----------------------

**V. CONTRACT WORK TO BE PERFORMED**

A. **Prosecution of Work.** The Government will issue individual Notices
to Proceed for each Phase of Work. The Notice to Proceed for Phase I
will be issued as explained in the description of Phase I. For
subsequent Phases, the Government will conduct a review of the
Contractor's deliverables for each Phase, and will provide the
Contractor with comments on the deliverables. The Contractor will be
required to provide a written response and resolution for each comment
within 14 calendar days of receipt. Upon Government acceptance of the
deliverables, the Government will issue a [~~written~~]{.mark} Notice to
Proceed for the next Phase[, either verbally or by EMAIL. A formal
written Notice to Proceed will follow]{.mark}. The Contractor is not
authorized to perform further work without receipt of the
[~~written~~]{.mark} Notice to Proceed.

B. **Overview of Meetings.** Throughout the duration of this contract,
the Contractor's representatives at the meetings scheduled and conducted
by the COTR, and described below, shall be key personnel and design
engineers knowledgeable of the project and its design. For each meeting
conducted under this contract, the Contractor shall prepare and submit
meeting minutes to the COTR within 7 calendar days after the meeting.
The COTR will either return a marked-up copy for the Contractor to
finalize or provide comments for revision. The Contractor shall provide
the COTR with two finalized copies of the meeting minutes for each
agency that participated in the meeting within 3 calendar days following
receipt of the marked-up copy or comments. The Government will
distribute the finalized meeting minutes to the respective agencies.

**Progress Meetings**. During the performance of Phases II through VII,
at the option of the COTR, bi-monthly **[(increase or decrease frequency
as required based on project complexity)]{.mark}** progress meetings
will be conducted between the Contractor and the Government. Other
agencies may also participate, if necessary. The purpose of these
meetings is to ensure that the contract stays on schedule and within
budget, to resolve problems before the project advertisement schedule is
impacted, and to maintain a positive working relationship between the
Contractor and the Government. During these progress meetings, the
Contractor shall provide physical evidence of the progress made in
preparing the deliverables for each Phase of the design. The
Contractor's Progress Meeting Minutes shall serve as a Progress Report,
and shall include a revised construction cost estimate and design
schedule update (see Clause 52.242-2).

**Pre-Submittal Meetings.** Upon completion of the activities and
deliverables described for each Phase, the COTR will schedule a meeting
between the Government and the Contractor to review the technical
adequacy of the deliverables. At this meeting, the COTR will identify
any issues with the deliverables that need to be resolved before
continuing with the design process. These meetings will be substituted
for the Progress Meetings for the months in which they occur.

**Other Meetings.** During the performance of the contract, meetings
with other specific agendas may be required. These may include, but are
not limited to, environmental issues, utility coordination, and state or
local agency coordination. Other additional meetings are described in
detail with the appropriate Phase of Work. Prepare two full-sized
overview sheets that combine existing and proposed design features for
display and review at all additional meetings.

C. **Phases of Work.** The contract work will be divided into the
following Phases for reporting and payment purposes:

**Phase I Preliminary Activities**

**Phase II Conceptual Plan Activities (30% Complete)**

**Phase III Intermediate PS&E Activities (70% Complete)**

**Phase IV Pre-Final PS&E Activities (95% Complete)**

**Phase V Revised Pre-Final PS&E Activities (99% Complete)**

**Phase VI Construction Staking Information**

**Phase VII Final PS&E Activities (100% Complete)**

**Phase VIII Assistance During Advertisement and Construction**

See Section C, Part V, Paragraph [E]{.mark}, "Deliverables", for the
format and number of copies of each deliverable for each Phase.

**Phase I (Preliminary Activities).** Phase I consists of activities and
coordination that are required prior to the beginning of the design
process.

During Phase I, the Contractor shall:

1\. **Attend the Predesign Conference.** Following award of the
contract, the COTR will schedule the Predesign Conference to be
conducted between the Government, the Partner Agency, and the
Contractor. The purpose of the Predesign Conference is to review the
Statement of Work, and any other issues related to the contract. The
COTR will provide a meeting agenda for the Predesign Conference. Phase I
Notice To Proceed will be issued verbally by the COTR at the Predesign
Conference with the effective date being the date of the Predesign
Conference.

2\. **Prepare a Quality Assurance (QA) Plan** to ensure that all major
project deliverables shall conform to accepted design practices and
comply with EFLHD design standards. The QA Plan shall contain procedures
that will be used to ensure that a quality product is provided for each
design Phase and shall list what documentation will be submitted to
verify that the procedures have been followed. Include sample
checklists, or similar documentation, that will be used to indicate that
a quality review has been performed.

3\. **Prepare a Survey Plan** that summarizes the methodologies (type of
survey and mapping to be performed) and instrumentation proposed to
provide the required mapping accuracies for this contract and subsequent
construction project. The Survey Plan shall also include a proposed
schedule of the activities required to complete the mapping process and
a plan describing the traffic control required to complete the
operations.

4\. **Prepare a Field Investigation Plan (FIP)** in accordance with
Chapter 6 of the PDDM. The FIP shall include proposed pavement condition
surveys, drilling and sampling of pavement, base, and subgrade materials
in existing roadway, and non-destructive deflection testing of
pavements. Soil classification shall be in accordance with AASHTO
standards. The FIP shall show subsurface exploration locations in plan
and profile views, and indicate proposed sampling/testing interval, type
of sample, and proposed test type.

5\. **Prepare a Utility Investigation Plan** in accordance with Chapter
9 of the PDDM.

6\. **Prepare a Design Schedule** of the Contractor's activities, in the
form of a CPM or barchart, based on the contract schedule shown in
Section C, Part V, Paragraph D.

Following the Government review and acceptance of the Phase I
deliverables, the Government will issue the Notice to Proceed for Phase
II. Revise and resubmit all corrected Phase I deliverables, as
necessary, within 14 calendar days of receipt of the Government's
comments.

**Phase II (Conceptual Plan Activities).** Phase II consists of
conducting the required investigations to initiate design and preparing
the conceptual PS&E documents (30% Complete) and other deliverables for
review by the Government and Partner Agency.

During Phase II, the Contractor shall:

**[(Use the following on all NPS projects - renumber as
necessary)]{.mark}**

1\. **Coordinate with the NPS** before performing any work on the
project site. This coordination may involve obtaining a permit from the
NPS to perform any work on the project site. At least 15 calendar days
prior to the need for the permit, provide the following information to
the NPS:

a\. A specific description of the proposed investigation work, including
location, impacts to NPS resources (streets, sidewalks, turf, access to
facilities, structures, trees, etc), and the Contractor's proposed
staging area and traffic control to perform the work.

b\. Provide a liability insurance certificate showing the NPS as the
additional insured on the certificate. The insurance amounts are to be a
minimum amount of \$1,000,000 for any one claim and an aggregate limit
of \$3,000,000 for any number of claims arising from any one incident.

c\. Provide proposed dates and hours of work that minimize the impact to
the site and visitors activities occurring at the site.

**[(End of NPS requirement)]{.mark}**

2\. **Conduct field reviews** to analyze and document existing field
conditions, and note any differences found between existing field
conditions and any Government-Provided Data (i.e., mapping, Design
Scoping Report, etc.). Document unique project features using videos or
photographs as appropriate. Determine the surveying requirements for
this field review.

**[(Use number 3 below on a project-by-project basis)]{.mark}**

3\. **Obtain and provide traffic counts and accident data** in
accordance with Chapter 9 of the PDDM, to determine traffic volumes.
Traffic counts and data should be sufficient to support pavement
recommendations and evaluations for improvements to safety, capacity,
and turning movements. Prepare a brief summary of measuring techniques
(methodologies, instrumentation, etc.), existing conditions, and
proposed recommendations.

4\. **Survey and mapping.** Perform a control survey, preliminary
survey, planimetric and topographic survey, and other required surveys
and mapping in accordance with Chapter 5 of the PDDM. **[(If necessary,
include the following):]{.mark}** The preliminary survey shall include
staking a P-line or baseline, running a profile, and taking cross
sections off of the P-line at 50 foot intervals with additional cross
sections taken, as needed, to accurately obtain topography. The cross
section data shall be supplemented with planimetrics obtained by using
either a total station instrument, aerial photography, or both. Prepare
mapping at a scale of 50 feet to one inch, and larger for specific areas
requiring more detail, such as roadway intersections and parking areas.

5\. **Perform a geotechnical investigation** based on the approved FIP,
and design the proposed new or rehabilitated pavement structure or any
other structures in accordance with Chapter 6 of the PDDM and the
FP-[03]{.mark}. Conduct pH and resistivity tests on soil samples where
culvert pipes are to be replaced in accordance with Supplement 7.7.1 of
the PDDM.

6\. **Prepare a Draft Geotechnical Report** in accordance with Section
6.6 of the PDDM. Particular attention should be paid to the format of
the Draft Report, Checklists, Standard Forms, coordination of
recommendations with the FP-[03]{.mark}, explanation of variations in
design recommendations from the FP-[03]{.mark}, and the Government
provided geotechnical information.

7\. **Prepare a Draft Hydraulics Report** by investigating the existing
hydraulic conditions, including the materials, types, sizes, and invert
elevations of all culverts and drainage structures, and paved and
unpaved drainage ditches and channels. The draft report should provide
recommendations for any required improvements. The draft report should
provide existing drainage areas, run-off coefficients, time of
concentrations, water quantities for selected design recurrence events
and any additional data in accordance with Section 7.6 of the PDDM.

8\. **Locate all existing utilities**, including horizontal location and
vertical depths, within the project limits in accordance with Chapters 5
and 6 of the PDDM. Vertical depths may be omitted if it is determined
that the utility will not be impacted by the proposed construction
activity.

9\. **Prepare Conceptual Plans** that include:

a\. Typical sections based on the recommendations provided in the Draft
Geotechnical Report.

b\. Horizontal and vertical alignments, represented graphically on plan
and profile sheets.

c\. Critical cross sections.

d\. Locations of existing and proposed pavement and shoulders, turning
lanes, curb and gutter, sidewalks, and similar features.

e\. Locations of existing and proposed culverts and drainage structures.
Include special details for drainage culvert inlet and headwall repairs,
extensions, and replacements.

f\. Locations of standing water and other indicators of potential
wetlands.

g\. Horizontal and vertical locations (if appropriate) of all existing
utilities.

h\. Mapping and topography, represented on plan and profile sheets.

i\. Limits of disturbance.

j\. Locations of proposed structures **[(if project includes bridges or
structures)]{.mark}**.

k\. Alternatives for special project features including: **[(Use if
alternatives for features such as parking areas is required, and define
what specifically is needed)]{.mark}**

10\. **Investigate Right-of-Way** in accordance with Chapter 9 of the
PDDM.

11\. **Prepare a Preliminary Engineer's Estimate** of the proposed
construction described in the Project Description, using the EES
program.

12\. **Review existing environmental documents** and prepare an
Environmental Recommendations Memorandum. The Memorandum should identify
potential environmental impacts, provide mitigation recommendations, and
identify permit requirements.

13\. **Provide written verification**, such as a checklist or similar
documentation, indicating that the requirements of the QA Plan have been
achieved.

At the Pre-Submittal Meeting for Phase II, the COTR will identify any
issues with the deliverables that need to be resolved before continuing
with the design process. If necessary, the COTR may schedule and conduct
an on-site field review meeting between the Government, Partner Agency,
and Contractor.

Following the Government review and acceptance of the Phase II
deliverables, the Government will issue the Notice to Proceed for Phase
III.

**Phase III (Intermediate PS&E Activities).** Phase III consists of
preparing intermediate Plans, Specifications, and Engineer's Estimate
(70% complete), and other deliverables for review by the Government,
Partner Agency, and other agencies, as necessary. Design of the project
shall be in accordance with the PDDM, and based on the conceptual plans
prepared in Phase II and guidance provided by the Government. The Phase
III deliverables incorporate comments made during the review process
described in Phase II.

During Phase III, the Contractor shall:

1\. **Compute horizontal and vertical alignments** and all geometric
calculations required for construction.

2\. **Provide Plans** that are similar in character and assembly to the
sample plans provided by the Government, with all text being fully
legible when the plans are printed at half size. Careful attention must
be paid to the layout, format, and appearance of the plans. The
Government will not accept Plans that are excessively cluttered with
information, are poorly organized, or do not meet the general
requirements of the PDDM. Provide Plans that contain the following:
**[(Add or remove any project specific requirements to this list; add
and remove any notes as required).]{.mark}**

+---+-------------------------+----------------------------------------+
| [ | ## Description          | [Notes]{.underline}                    |
| N |                         |                                        |
| o |                         |                                        |
| . |                         |                                        |
| ] |                         |                                        |
| { |                         |                                        |
| . |                         |                                        |
| u |                         |                                        |
| n |                         |                                        |
| d |                         |                                        |
| e |                         |                                        |
| r |                         |                                        |
| l |                         |                                        |
| i |                         |                                        |
| n |                         |                                        |
| e |                         |                                        |
| } |                         |                                        |
+---+-------------------------+----------------------------------------+
|   | Title Sheet             |                                        |
+---+-------------------------+----------------------------------------+
|   | Index Sheet             | Provide symbology and abbreviation     |
|   |                         | legend.                                |
+---+-------------------------+----------------------------------------+
|   | Location Map and        | Preliminary traffic control.           |
|   | Construction Signing    |                                        |
|   | Sheet                   |                                        |
+---+-------------------------+----------------------------------------+
|   | Typical Section Sheets  |                                        |
+---+-------------------------+----------------------------------------+
|   | Tabulation of Quantity  | Using the EES program.                 |
|   | Sheets                  |                                        |
+---+-------------------------+----------------------------------------+
|   | Survey Reference Sheets | For new and existing centerlines,      |
|   |                         | survey control, baselines, or P-lines. |
+---+-------------------------+----------------------------------------+
|   | Schedules and Summaries | Mileage tabulation, removals, erosion  |
|   |                         | control devices, earthwork, paving and |
|   |                         | pavement patching, drainage,           |
|   |                         | underdrain, guardrail, permanent sign, |
|   |                         | remove and reset sign, construction    |
|   |                         | sign, etc.                             |
+---+-------------------------+----------------------------------------+
|   | Plan & Profile Sheets   |                                        |
+---+-------------------------+----------------------------------------+
|   | Special Plan Views      | Separate blow-up views of all          |
|   |                         | intersections requiring work, and      |
|   |                         | other necessary locations requiring    |
|   |                         | increased detail.                      |
+---+-------------------------+----------------------------------------+
|   | Pavement Elevation      | For areas of pavement not shown in the |
|   | Sheets                  | plan and profile sheets.               |
+---+-------------------------+----------------------------------------+
|   | Erosion Control         | Provide separate sheets for erosion    |
|   | Narrative and Plans     | control narrative and plan views.      |
+---+-------------------------+----------------------------------------+
|   | Temporary and Permanent | Provide separate sheets for temporary  |
|   | Signing and Striping    | signs/striping and permanent           |
|   | Plans                   | signs/striping.                        |
+---+-------------------------+----------------------------------------+
|   | Traffic Control Plans   | Including construction phasing, if     |
|   |                         | necessary.                             |
+---+-------------------------+----------------------------------------+
|   | Signal Plan             | Traffic signal, showing heads, loops,  |
|   |                         | poles, mast, and other appurtenances,  |
|   |                         | and required phasing.                  |
+---+-------------------------+----------------------------------------+
|   | Drainage and Utility    | Provide separate plan and profile for  |
|   | Plans and Profiles      | storm drainage systems, any box        |
|   |                         | culvert construction or extensions.    |
|   |                         | Show headwater depths and hydraulic    |
|   |                         | grade-lines.                           |
+---+-------------------------+----------------------------------------+
|   | Drainage Cross Sections | For culvert and inlet replacements,    |
|   |                         | and extensions. Show headwater depth,  |
|   |                         | limits of spread, and hydraulic        |
|   |                         | grade-line.                            |
+---+-------------------------+----------------------------------------+
|   | Detail Sheets           | Retaining walls, traffic signals,      |
|   |                         | streetlights, box culvert repairs      |
|   |                         | including headwalls, and special       |
|   |                         | inlets.                                |
+---+-------------------------+----------------------------------------+
|   | EFLHD Standard Details  | Provide separate sheets for special    |
|   | and Standard Drawings   | details for any details not included   |
|   |                         | in the standard library.               |
+---+-------------------------+----------------------------------------+
|   | Landscaping Plans       |                                        |
+---+-------------------------+----------------------------------------+
|   | Roadway Cross Sections  | [Provide roadway cross-sections        |
|   |                         | at]{.mark}                             |
+---+-------------------------+----------------------------------------+
|   | Bridge Plans and        | [Show areas needing repair and types   |
|   | Details                 | of repair for:]{.mark}                 |
+---+-------------------------+----------------------------------------+

3\. **Prepare Special Contract Requirements (SCR) using the Library of
Specifications (LOS)**. The LOS consists of standard clauses that modify
the FP-[03]{.mark} and are included in every construction contract
issued by the EFLHD. The SCR's consist of these LOS clauses, and any
additional contract requirements, which modify the FP-[03]{.mark} on a
project-specific basis. These additional requirements include, but are
not limited to, discussing unique materials or construction
requirements, unique method of measurements, or adding new pay items. To
prepare the SCR's, add the project specific clauses to the LOS, in
accordance with the established LOS format, and delete any LOS clauses
that are not necessary. Yellow highlight all information that is added
to the LOS and show all deletions as strikeouts. Note: the EFLHD's LOS
is continually updated and therefore updates must be incorporated into
the SCR's. The Government will provide the Contractor with all LOS
updates.

4\. **Prepare the Engineer's Estimate** using the EES program.

5\. **Prepare the Unit Price Analysis (UPA)** for all pay items
contained in the Engineer's Estimate, with a bid history comprised of a
minimum of three recent projects of similar scope from the same
geographic location that contain similar quantities of each item. All
lump sum items require a breakdown of the item and a price analysis.
Document the UPA by providing the information generated from the EES
program, or by completing form UPA-103 found in Supplement 9.7.2 of the
PDDM. If there is an inadequate amount of bid information, prepare
written calculations documenting how the unit price was determined.

6\. **Prepare Design Quantity Computations** that neatly, legibly, and
orderly detail the processes and logical steps used to determine
quantities for each pay item. Provide separate quantity computation
sheets for each pay item included in the Engineer's Estimate. Quantity
computations for each pay item shall also indicate any quantities of
incidental items that are included in the specific pay item.

7\. **Prepare a Critical Path Method (CPM)** schedule using the Arrow
Diagram Method for determining construction time (no bar charts).
Indicate all assumptions made when determining the number of crews,
production rates, and the logic behind the sequencing of construction
operations. Show total working days for each construction activity and
provide a grand total of working days to reach Substantial Completion.

8\. **Prepare a Design Narrative** that details aspects of the design
that are important or unusual, highlights unique portions of the SCR's,
and provides the status of any required permits or documentation for
construction of the project.

9\. **Prepare the Highway Design Standards Form** which details the
design standards used and document exceptions to the standards.

10\. **Prepare the Final Geotechnical Report** based on the Government's
comments made during the review of the Phase II documents.

11\. **Prepare the Final Hydraulics Report** based on the Government's
comments made during the review of the Phase II documents.

12\. **Prepare a Traffic Safety Study and Recommendations Report**,
using the traffic counts and accident data obtained during Phase II.

13\. **Prepare a Traffic Control Narrative** which describes the
delegations of authority for the Government and the construction
contractor, coordination with adjacent construction projects and the
media, traffic safety reviews, limitations of operations, emergency
situations, traffic control for placing devices, and opening roadways to
traffic during construction.

14\. **Prepare Environmental application forms, analysis, plans,
sketches and other data** needed for the Government to use when
preparing or obtaining any environmental, archeological, or land use
permits or approvals required for construction of the project.

15\. **Flag, or otherwise mark**, the proposed centerline(s) of the
project for the Plan-in-Hand field review.

16\. **Provide written verification**, such as a checklist or similar
documentation, indicating that the requirements of the QA Plan have been
achieved.

During Phase III, one or more Coordination Meetings must be conducted
between the Contractor, the Government, and all impacted utility
companies, as well as, any environmental or other agencies. The
Coordination Meetings shall be organized by the Contractor, and may
occur as part of a regularly scheduled Progress Meeting. The purpose of
the Coordination Meeting is to ensure that all necessary utility design
issues, utility agreements, environmental concerns, and environmental
documentation are completed in a manner that does not adversely impact
the project advertisement schedule.

Upon completion of the activities listed above, and the transmittal of
the deliverables to the Government, the Government will distribute the
documents to the Partner Agency, the utility companies, environmental
agencies, and other agencies as necessary. The Government will schedule
and conduct an on-site field meeting (Plan-in-Hand) to discuss the
project design and Phase III deliverables, and walk the project
centerline. The Government will provide the Contractor with a copy of
all Phase III comments received and the Contractor should be prepared to
discuss the comments at the on-site field meeting. Participants in this
meeting will include representatives from the Contractor, the
Government, and the Partner Agency, and may include other agencies, if
necessary.

Upon Government acceptance of the Final Geotechnical Report, ship unused
soil and/or rock samples with a packing list to: FHWA-EFLHD, 112
Industrial Park, Sevierville, Tennessee 37862, Telephone: (423)
453-7123. Submit a copy of the packing list to the COTR.

Following the Plan-in-Hand Meeting, and acceptance of the Phase III
deliverables, the Government will issue the Notice to Proceed for Phase
IV. Submit the Plan-in-Hand Meeting Minutes and Phase III comment
resolutions within the time period outlined in Section C, [Part]{.mark}
V, [Paragraphs]{.mark} A and B.

**Phase IV (Pre-Final PS&E Activities).** Phase IV consists of preparing
the pre-final PS&E (95% complete) and other deliverables for review by
the Government, Partner Agency, and other agencies, as necessary. The
Phase IV deliverables incorporate comments made during the review
process described in Phase III.

During Phase IV, the Contractor shall:

1\. **Provide revised versions of items 1 through [13]{.mark}**
described in Phase III. Prepare and submit any amendments (pages only)
to the Final Geotechnical Report, the Final Hydraulics Report, and the
Traffic Safety Study and Recommendations Report based on the comments
made during the review of the Phase III documents.

2\. **Prepare a Draft Design Scoping Report Update**, as required, based
on changes to the original scope of work as described in the Design
Scoping Report.

3\. **Provide written verification**, such as a checklist or similar
documentation, indicating that the requirements of the QA Plan have been
achieved.

At the Pre-Submittal Meeting for Phase IV, the COTR will determine if
the deliverables are technically adequate for distribution.

If the COTR determines that the Phase IV deliverables require
substantial corrections or revisions, the Government will conduct a
2-week internal review of the deliverables, and will provide the
Contractor with comments that shall be addressed and corrected before
resubmission to the COTR for distribution to the Partner Agency.

If the COTR determines that the Phase IV deliverables are technically
adequate, the Government will distribute the deliverables to the Partner
Agency, and other agencies, as necessary, for review and comment.

The Government will schedule a Comment Resolution Meeting to discuss and
address the comments on the Phase IV deliverables. The Government will
provide the Contractor with a copy of all Phase IV comments received and
the Contractor should be prepared to discuss the comments at the Comment
Resolution Meeting. This meeting will be held at the EFLHD's office in
Sterling, Virginia, unless a different location is agreed upon.

Following the Comment Resolution Meeting, and acceptance of the Phase IV
deliverables, the Government will issue the Notice to Proceed for Phase
V. Submit the Comment Resolution Meeting Minutes and Phase IV comment
resolutions within the time period outlined in Section C, [Part]{.mark}
V, [Paragraphs]{.mark} A and B.

**Phase V (Revised Pre-Final PS&E Activities).** Phase V consists of
preparing the revised pre-final PS&E (99% complete) and other
deliverables for review by the Government. The Phase V deliverables
incorporate comments made during the review process described in Phase
IV.

During Phase V, the Contractor shall:

1\. **Provide revised versions of items 1 through [13]{.mark}**
described in Phase III. Prepare and submit any amendments (pages only)
to the Final Geotechnical Report, the Final Hydraulics Report, and the
Traffic Safety Study and Recommendations Report based on the comments
made during the review of the Phase IV documents.

2\. **Update the Design Scoping Report**, as required.

3\. **Provide written verification**, such as a checklist or similar
documentation, indicating that the requirements of the QA Plan have been
achieved.

The Government will provide the Contractor with any additional comments
required to be addressed prior to the submittal of the final PS&E and
deliverables for advertisement.

Following the Government review and acceptance of the Phase V
deliverables, the Government will issue the Notice to Proceed for Phase
VII. See related discussion under Phase VI.

**Phase VI (Construction Staking Information).** Phase VI consists of
performing construction staking in accordance with Supplement 5.7.1 to
the PDDM.

Depending on unique circumstances in the design or construction of the
project, or Partner Agency requirements, the COTR may elect to issue the
Notice to Proceed for Phase VI concurrently with the Notice to Proceed
for Phase VII. The COTR may elect to issue the Notice to Proceed for
Phase VI after [the]{.mark} advertisement [or]{.mark} award of the
construction contract, but the COTR will issue the Notice to Proceed
prior to beginning construction activity.

During Phase VI, the Contractor shall:

1\. **Set permanent points and references** for centerline control
points, such as PC and PT, using permanent staking material such as
metal or plastic hubs or stakes.

2\. **Set hubs** (or p-k nails if in the pavement) at 50-foot intervals
**[(insert appropriate interval)]{.mark}** along the centerline flush
with the ground, using properly marked guard stakes.

3\. **Set additional points**, at locations such as the PC and PT of
curb radii and other points determined necessary by the Contractor and
COTR, to properly locate any special design features.

4\. **Provide construction staking data** consisting of the following:

a\. Slope stake notes consisting of distances and elevations to each
computed slope catch point. The elevations and distances shall be
referenced from the centerline points.

b\. Finish grade template data, provided at 50-foot intervals **[(insert
appropriate intervals)]{.mark}** and at the additional points. The data
shall consist of distances and elevations to each break point along the
section and shall include as applicable: centerline, edge of pavement,
top and bottom of curb, gutter (if any), sidewalks, and other similar
features, and shall also include the computed slope catch points. The
elevations and distances shall be referenced from the centerline.

c\. Subgrade template data consisting of elevation and distance to break
points along the section including as applicable: centerline, edge of
pavement, shoulder breaks, ditches, etc., at 50-foot intervals
**[(insert appropriate intervals)]{.mark}**, referenced from the
centerline.

d\. Transit notes containing sufficient information to stake the
alignment, including the original surveyors notes of move-up points and
references.

Following the Government review and acceptance of the Phase VI
deliverables, the Government will issue the Notice to Proceed for Phase
VII, if not previously issued after Phase V. Revise and resubmit all
corrected Phase VI deliverables, as necessary, within 14 calendar days
of receipt of the Government's comments.

**Phase VII (Final PS&E Activities).** Phase VII consists of preparing
and submitting the final PS&E (100% complete) to the Government. The
Phase VII deliverables incorporate comments made during the review
process described in Phase V.

During Phase VII, the Contractor shall:

1\. **Provide revised versions of items 1 and 2** described in Phase V.

2\. **Provide full-sized roadway cross sections** for bidders'
information.

3\. **Provide written verification**, such as a checklist or similar
documentation, indicating that the requirements of the QA Plan have been
achieved.

The Government will use the Phase VII deliverables to prepare the
documents required for advertisement of the project. Upon the
advertisement of the project, the Government will issue the Notice to
Proceed for Phase VIII, as required.

**Phase VIII (Assistance During Advertisement and Construction).** Phase
VIII consists of providing assistance after the submission and
Government acceptance of the Phase VII deliverables and until final
construction is accepted.

In accordance with Clause 52.236-23, the Contractor shall correct all
errors discovered in any deliverables. The Contractor shall submit all
corrected deliverables to the COTR within 3 working days after receiving
written notification from the COTR that corrective action is required. A
response time greater than 3 working days may be permitted if requested
in writing and approved by the CO. Correcting errors in any documents
shall be performed at no additional cost to the Government.

During Phase VIII, the Contractor shall:

1\. **Provide Design Assistance in preparing Construction Contract
Modifications (CM).** During construction of the project, the Government
may determine that changes to the scope of the construction project are
necessary. The Contractor shall provide revised deliverables based on
these changes. Should the Government elect to have the Contractor
perform this work, a Design CM containing a scope of work will be
provided to the Contractor and negotiations will be undertaken to
determine the price for the Design CM.

2\. **Provide Construction Engineering services**, if required. Should
the Government elect to have the Contractor perform this work, a CM
containing a scope of work will be provided to the Contractor and
negotiations will be undertaken to determine the price for the CM.

D. **Contract Schedule.** The design schedule for the contract work will
be divided into the following work phases and activities. The Government
review portion of each activity begins on the day of receipt of the
package of deliverables. No adjustments will be made for delays caused
by mailing. **[(Adjust review durations as required and insert Phase VII
completion date)]{.mark}**

+-------------------------------------+------------+------------------+
| [Work Phase or Government           | [D         | [Date of         |
| Activity]{.underline}               | uration]{. | Complet          |
|                                     | underline} | ion]{.underline} |
|                                     |            |                  |
|                                     | (Calendar  |                  |
|                                     | Days)^(1)^ |                  |
+-------------------------------------+------------+------------------+
| Phase I: Preliminary Activities     |            |                  |
+-------------------------------------+------------+------------------+
| Government review of Phase I        | [          |                  |
| deliverables                        | 30]{.mark} |                  |
+-------------------------------------+------------+------------------+
| Phase II: Conceptual Plan           |            |                  |
| Activities                          |            |                  |
+-------------------------------------+------------+------------------+
| Government review of Phase II       | [          |                  |
| deliverables                        | 45]{.mark} |                  |
+-------------------------------------+------------+------------------+
| Phase III: Intermediate PS&E        |            |                  |
| Activities                          |            |                  |
+-------------------------------------+------------+------------------+
| Government review of Phase III      | [          |                  |
| deliverables                        | 45]{.mark} |                  |
|                                     |            |                  |
| Plan-in-Hand Meeting                | [1]{.mark} |                  |
+-------------------------------------+------------+------------------+
| Phase IV: Pre-Final PS&E Activities |            |                  |
+-------------------------------------+------------+------------------+
| Government review of Phase IV       | [          |                  |
| deliverables                        | 60]{.mark} |                  |
|                                     |            |                  |
| Comment Resolution Meeting          | [1]{.mark} |                  |
+-------------------------------------+------------+------------------+
| Phase V: Revised Pre-Final PS&E     |            |                  |
| Activities                          |            |                  |
+-------------------------------------+------------+------------------+
| Government review of Phase V        | [          |                  |
| deliverables                        | 20]{.mark} |                  |
+-------------------------------------+------------+------------------+
| Phase VI: Construction Staking      |            |                  |
+-------------------------------------+------------+------------------+
| Government review of Phase VI       | [          |                  |
| deliverables                        | 15]{.mark} |                  |
+-------------------------------------+------------+------------------+
| Phase VII: Final PS&E Activities    |            | **Due: [Month    |
|                                     |            | Day,             |
|                                     |            | Year]{.mark}**   |
+-------------------------------------+------------+------------------+

^(1)^ The durations for the Contractor's time to complete each Phase is
left to the Contractor's discretion, provided the Government review
times are not reduced and the Phase VII completion date is met.

E. **Deliverables.** The contract work and supporting documents will be
created and delivered to the Government according to the following
formats:

**Electronic Transfer of Data.** The Government requires the following
to ensure compatibility with software used by the Government and to
ensure the efficient and timely exchange of computer files between the
Government and the Contractor.

All files submitted must be fully compatible with the formats listed in
this document without any conversion or editing by the Government. Any
files requiring conversion and/or editing by the Government will not be
accepted. All files shall be virus free.

1\. Computer Aided Design (CAD) Files: All CAD files shall be provided
in Microstation (\*.DGN) compatible format unless specifically exempted
by the Government.

2\. GEOPAK Interactive Highway Design Files: The Government will provide
the GEOPAK standard input files (\*.GPK, \*.INP, \*.X, \*.DDB) to the
Contractor. These files include design standards, design criteria, slope
selections, baseline name, profile names, contract plan sheet cells,
guardrail information, etc. If the Contractor is required to modify the
design criteria or any other files, the Government's Microstation
levels, colors, line weights, symbology, etc., will be maintained. The
Government will provide the Government's seed files, levels, colors,
weights, symbology, font library, and cell files to the Contractor. When
the design is completed, all project input/output files shall be
provided to the Government in a format fully compatible with the GEOPAK
software.

The GEOPAK software has menu options to generate the following
Government reports/files. The Contractor shall provide the Government
the following reports/files in GEOPAK's current Government format:

  -----------------------------------------------------------------------
  Slope stakes

  Red tops/Blue tops

  Clearing

  Seeding

  Staking detail

  Original cross section list

  Design cross section list

  Horizontal alignment

  Profile grade

  Earthwork volumes

  RT40 terrain ASCII file

  HEC2 terrain ASCII file (input file for the HEC2 hydraulic analysis
  software)

  WSPRO terrain ASCII file (input file for the WSPRO hydraulic analysis
  software)

  Radial staking ASCII file (in order by station) which contains the
  x‑y‑z coordinates of all of the transit points and, for each terrain
  station, the x‑y‑z coordinates for the ROW lines, reference hubs, slope
  stakes, hinge points, shoulders, and centerline.
  -----------------------------------------------------------------------

3\. Location Survey Files: The Contractor shall submit control point
data in ASCII format with each record containing the point's
identification (see PDDM, Chapter 5), north coordinate, east coordinate,
and elevation. Digital terrain model high/low points and breakline
points shall each have the same format as above. Field terrain will be
provided in the Government's RT40 terrain ASCII format.

4\. Photogrammetric Files: The Government will provide the Contractor
with the Government's Microstation seed files, levels, line weights,
colors, symbology, font library, and cell files. Digital terrain model
data shall be submitted in the most current 3-D Microstation software
design files. Contour and planimetric data shall be submitted in 2-D
Microstation design files. **[(Use the following , if
appropriate):]{.mark}** Note: The Government will provide the Contractor
with photogrammetric mapping, performed by the Government, in 3-D
Microstation \*.DTM files, 3-D mapping, and Microstation/GEOPAK \*.TIN
files.

5\. Word Processing, Spreadsheet, and Database Files: For each Phase,
all relevant files shall be provided in a format fully compatible, as
appropriate, with the following:

Word Processing: Microsoft Word 2000

Spreadsheets: Microsoft Excel 2000

Databases: FoxPro 3.0 or higher.

6\. Engineer's Estimate Files: The Contractor shall provide the
Engineer's Estimate in a format fully compatible for use as input to the
Government's EES database. The Government will provide the Contractor
with the current version of the EES program, including the pay item
database and bid history.

These specifications will be updated as necessary to reflect changes in
the Government software such as adding new software or updating to new
versions of existing software. In such instances, the Contractor will be
promptly notified.

**Computer File Exchange Media.** Electronic files shall be exchanged
between the Government and the Contractor using the following media as
appropriate for Windows Operating Systems:

1\. High Density diskette - 3.5 inch: Files may be actual size or
compressed. Compressed files must be self-extracting.

2\. Compact Disc (CD): Files on CD(s) should be actual size, not
compressed.

3\. EMAIL: Files 1 MB or smaller may be transferred via EMAIL. If
compressed, the files should be self-extracting. Contact the COTR for
access information.

**Copies.** The Contractor shall provide hard (paper) and electronic
copies of the deliverables for each Phase of Work in quantities
according to the following table: **[(Add and delete to list as
required, and provide required number of hard copies for each listed
item)]{.mark}**

<table style="width:100%;">
<colgroup>
<col style="width: 38%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 9%" />
<col style="width: 10%" />
</colgroup>
<tbody>
<tr class="odd">
<td rowspan="2"><u>Description</u></td>
<td colspan="8">Phases of Work</td>
<td rowspan="2"><p>Copies</p>
<p>Required</p>
<p><sup>(1)</sup></p></td>
</tr>
<tr class="even">
<td>I</td>
<td>II</td>
<td>III</td>
<td>IV</td>
<td>V</td>
<td>VI</td>
<td>VII</td>
<td>VIII</td>
</tr>
<tr class="odd">
<td>QA Plan</td>
<td><mark>4</mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>QA Checklist</td>
<td></td>
<td><mark>2</mark></td>
<td><mark>2</mark></td>
<td><mark>2</mark></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td><mark>2</mark></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Survey Plan</td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Field Investigation Plan</td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Utility Investigation Plan</td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Design Schedule</td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Traffic counts and accident data (with Summary)</td>
<td></td>
<td><mark>4</mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Traffic Safety Study and Recommendations Report</td>
<td></td>
<td></td>
<td><mark>4</mark></td>
<td></td>
<td></td>
<td></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Amendments to the Traffic Safety Report</td>
<td></td>
<td></td>
<td></td>
<td><mark>4</mark></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Draft Geotechnical Report</td>
<td></td>
<td><mark>4</mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Final Geotechnical Report</td>
<td></td>
<td></td>
<td><mark>4</mark></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Amendments to the Geotechnical Report</td>
<td></td>
<td></td>
<td></td>
<td><mark>6</mark></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Draft Hydraulics Report</td>
<td></td>
<td><mark>4</mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Final Hydraulics Report</td>
<td></td>
<td></td>
<td><mark>4</mark></td>
<td></td>
<td></td>
<td></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Amendments to the Hydraulics Report</td>
<td></td>
<td></td>
<td></td>
<td><mark>4</mark></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td><mark>2</mark></td>
<td><mark></mark></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Conceptual Plans <sup>(2)</sup></td>
<td></td>
<td><mark>16</mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Right of Way Plans <sup>(2)</sup></td>
<td></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Environmental Recommendation Memorandum</td>
<td></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Environmental Applications Forms, Info, etc.</td>
<td></td>
<td></td>
<td><mark>4</mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Plans <sup>(3)</sup></td>
<td></td>
<td></td>
<td><mark>26</mark></td>
<td><mark>29</mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>4<sup>(4)</sup></mark></td>
<td>As needed</td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Special Contract Requirements</td>
<td></td>
<td></td>
<td><mark>26</mark></td>
<td><mark>29</mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>4</mark></td>
<td>As needed</td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Engineer’s Estimate</td>
<td></td>
<td><mark>16</mark></td>
<td><mark>26</mark></td>
<td><mark>29</mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>4</mark></td>
<td>As needed</td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Unit Price Analysis</td>
<td></td>
<td></td>
<td><mark>3</mark></td>
<td><mark>16</mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>4</mark></td>
<td>As needed</td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Design Quantity Computations</td>
<td></td>
<td></td>
<td><mark>3</mark></td>
<td><mark>16</mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>4</mark></td>
<td>As needed</td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>CPM Construction Schedule</td>
<td></td>
<td></td>
<td><mark>26</mark></td>
<td><mark>16</mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>4</mark></td>
<td>As needed</td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Design Narrative</td>
<td></td>
<td></td>
<td><mark>26</mark></td>
<td><mark>16</mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Highway Design Standards Form</td>
<td></td>
<td></td>
<td><mark>14</mark></td>
<td><mark>16</mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Design Scoping Report Updates</td>
<td></td>
<td></td>
<td></td>
<td><mark>16</mark></td>
<td><mark>4</mark></td>
<td><mark></mark></td>
<td><mark>4</mark></td>
<td></td>
<td><mark>H, E</mark></td>
</tr>
<tr class="odd">
<td>Construction Staking Data</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>4</mark></td>
<td></td>
<td>As needed</td>
<td><mark>H, E</mark></td>
</tr>
<tr class="even">
<td>Cross Sections</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td><mark>4</mark></td>
<td>As needed</td>
<td><mark>H, E</mark></td>
</tr>
</tbody>
</table>

^(1)^ H = hard copies required. E = electronic copies required. Unless
otherwise noted, all plan sets are to be printed on bond paper. [Adobe
Acrobat \*.pdf files may be used for certain final electronic copies as
approved by the COTR.]{.mark}

^(2)^ Submit half-size (11\" x 17\") plan sets for the required copies
shown and 1 additional full-size (22\" x 34\") plan set.

^(3)^ Submit half-size plan sets for the required copies shown.

^(4)^ Submit half-size (11\" x 17\") plan sets for the required copies
shown. Submit 1 CD-ROM containing copies of the final plans in a black
and white TIFF file format. The TIFF files are to represent individual
and numbered plan sheets in plan order. They are to be readable and to
the plan scale when plotted. [See Note ^(1)^.]{.mark}

**[End of Section C]{.mark}**