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THE SPECIFICATION SECTION IN THE CONTRACT

\* \* \* \* \* \* \* \* \* \*

[DIVISION 2: SITEWORK]{.underline}

SECTION 02222 - MINOR DEMOLITION FOR REMODELING

USE: Building interior demolition work such as removing interior walls
and partitions, capping utilities, cleanup and preparation for
renovations indicated on the drawings including any salvage for the
Government.

**NOTES TO SPECIFIER:**

A. Options within paragraphs are identified by enclosure in brackets;
blank spaces enclosed by brackets \[\_\_\_\_\_\] provide for information
to be inserted, as appropriate, to individual projects.

B. **TO AVOID CONFLICTING REQUIREMENTS AND COSTLY MISTAKES,** the
specifier must edit (delete, substitute or add to the text). The
remaining paragraphs must be renumbered.

C. DELETE FOR FINAL COPY: Notes to the Specifier, located between lines
of asterisks; all \[brackets\], [underlining]{.underline}, **boldface**,
and *italics*, within the paragraphs; and this page. (Open Reveal Codes
\[alt F3\] to do this accurately.)

D. [To Edit "(Footer B)":]{.underline} (Corel 8). **ENTIRE FOOTER SHOULD
BE BOLDED.** Click in the footer and delete the "Project Name (ftr B)"
text and replace it with the **Name of the Project (upper and lower
case)**. Replace date with current MM/YY (WITHOUT BRACKETS).

E. The Guide Specifications are intended to be continuously reviewed and
revised. User's technical comments are appreciated. Also, other related
or similar specification that are written "from scratch" that could
benefit others, or other questions can be sent to NSTC A/E Group, ST
110, or call (303) 987-6868.

**DRAWING DATA REQUIRED:**

**REVISIONS OF THIS SECTION:**

CSI format, editorial changes: 12/01

Metric:

Technical Update: 5/95

**SECTION 02222**

**MINOR DEMOLITION FOR REMODELING**

**[PART 1: GENERAL]{.underline}**

**1.1 SUMMARY**

**A. Section Includes: The demolition and disposal, or removal and
salvage of selected portions of \[a building\] \[site structures\], and
components; including removing designated equipment and fixtures,
capping utilities and cleanup \[in preparation for new construction or
renovation\]. **

**1.2 SUBMITTALS**

**A. General: Submittals shall be according to \[Section 01009 - General
Information and Requirements.\] \[Section 01780 - Closeout
Submittals.\]**

**B. Demolition Plan: Submit three copies of the demolition plan,
including proposed \[salvage and\] removal procedures to the Contracting
Officer for approval 14 days before work is started.**

**C. Drawings: Submit three copies of drawings showing the location of
capped and plugged service lines.**

**1.3 QUALITY ASSURANCE**

**A. Regulations: Comply with federal, state, and local hauling and
disposal regulations. \[In addition to the requirements of the
\"Contract clauses,\" safety requirements shall conform with ANSI
A10.6.**

**1.4 PROJECT/SITE CONDITIONS**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**INDICATE WORK LIMITS BY FLAGGING, MARKING, PAINTING, ETC.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**A. Work Limits: Work limits and control points shall be established by
the Contracting Officer.**

**B. Environmental Considerations: Use means necessary to prevent dust
becoming a nuisance to the public, to neighbors, and to other work being
performed on or near the site. \[Watering for dust control shall be at
no additional cost to the Government.\]**

**[PART 2: PRODUCTS]{.underline}**

**(There are no applicable requirements.)**

**[PART 3: EXECUTION]{.underline}**

**3.1 PREPARATION**

**A. Requirements: Provide, erect, and maintain temporary barriers and
security devices \[specified in Section 01500 - Temporary Facilities and
Controls\]. Notify Contracting Officer of work which may affect adjacent
structures, potential noise, outage, or disruption. Coordinate with the
Contracting Officer.**

**1. Do not interfere with use of adjacent buildings.**

**2. Utility services, pedestrian, and automotive access to the
buildings to be demolished shall remain intact until the buildings are
totally vacated. **

**3. Debris shall not be allowed to accumulate and block access to other
buildings through the demolition area is required. **

**4. If Contractor\'s employees must move through existing buildings to
gain access to the demolition work area, the Contractor shall designate
and mark such access routes and shall protect the existing building or
repair any damage caused by movements of the Contractor\'s employees and
equipment.**

**B. Traffic Control: \[See Section 01500 - Temporary Facilities and
Controls.\]**

**1. Do not close or obstruct roadways without written permission of the
Contracting Officer.**

**2. Conduct operations with minimum interference to public or private
roadways.**

**C. Utilities: Gas, water, electricity, and other utility services
shall be properly capped, removed or disconnected before the Contractor
commences demolition activity.**

**1. The Contractor shall notify utility companies in advance of
demolition, so that the utilities may cap or disconnect utilities and
retrieve any meters.**

**2. Contact the utility company to arrange for utility service required
for demolition work and to assuring that any onsite service utilized or
installed is of adequate capacity. Protect temporary utilities.**

**3. Place markers to indicate the location of disconnected services.
Identify service lines and capped locations on Contract drawings.**

**3.2 PROTECTION**

**A. Adjacent Structures: Prevent movement or settlement of adjacent
structures. \[Provide bracing and shoring.\] Cease operations and notify
Contracting Officer immediately if safety of adjacent structures
\[appears to be\] \[becomes\] endangered. Do not resume operations until
safety is restored.**

**1. Provide, erect and maintain \[street boardings\] \[sidewalk sheds\]
\[barricades\] \[lighting\] \[and\] \[guard rails\] as required to
protect general public, workers, and adjoining property.**

**2. Erect weatherproof closures for exterior openings. Maintain exit
requirements.**

**3. Erect and maintain dustproof partitions as required to prevent
spread of dust, fumes and smoke to other parts of the building. On
completion, remove partitions and repair damaged surfaces to match
adjacent surfaces.**

**4. During the removal of the existing parapets and roofing, provide
proper protection from falling objects over entrances which are to be
kept open during normal working hours.**

**5. Keep necessary noise to a minimum. Noise levels above 90 db or
impact levels above 2700 J (2000 ft‑lbs) must be approved by the
Contracting Officer.**

**B. Adjacent Landscaping: Protect existing \[landscaping materials\]
\[structures\] which are not to be demolished. **

**1. Prevent movement, settlement or collapse of adjacent services,
sidewalks, driveways and trees.**

**2. Maintain egress and access at all times.**

**3. Do not close or obstruct \[roadways\] \[sidewalks\] without
approval by the Contracting Officer.**

**3.3 DEMOLITION**

**A. General: Disconnect and \[cap and identify\]\[remove\] designated
utilities. Demolish \[structures\] \[components\] indicated, according
to the approved demolition plan to accommodate new work, including that
required for connection to the existing building. **

**1. Remove foundations to a minimum 0.60 m (2 feet) below finished
grade.**

**1. Perform cutting and demolition by methods which will prevent damage
to other portions of the work and provide proper surfaces to receive
installation of repair and new work.**

**2. Perform fitting and adjusting of products to provide finished
installation complying with the specified tolerances and finishes.**

**B. Concrete Surfaces and Structures: Break concrete \[into pieces
weighing a maximum of 150 pound apiece, and stockpile for use as
riprap\] \[into pieces, and dispose of offsite\].**

**C. Asphalt Pavement: Cut existing pavement a distance not to exceed
3048 mm (10 feet) from the perimeter of the existing building. Remove
and dispose of pavement.**

**D. Pipe Removal (Other Than Pipe Culverts): Locate and remove pipe
designated to be removed, \[exercising care to avoid breaking or
damaging\] \[according to approved demolition plan\]. \[Store pipe to be
relaid as directed.\]**

**3.4 SALVAGE**

**A. Requirements: Remove and store items designated as salvage for the
Government at the \[location\] \[locations\] designated by the
Contracting Officer.**

**3.5 DISPOSAL OF DEBRIS**

**A. Requirements: Items or debris not designated as salvage for the
Government shall become the property of the Contractor. The Contractor
shall remove such materials from the site according to all applicable
regulations. Do not allow excessive amounts of debris to accumulate
onsite. Sale of material onsite is not allowed unless authorized in
writing by the Contracting Officer. The Contractor shall replace or
reimburse the Government for items designated as salvage for the
Government that are lost or destroyed during demolition work.**

**3.6 BACKFILLING**

**A.[ ]{.underline}General: Fill cavities caused as a result of
demolition.**

**B. Backfill Placement: Backfill \[areas excavated\] \[pits and holes\]
caused as a result of demolition. Spread backfill materials over the
full width of the cross section of the cavity to a maximum loose
thickness of 150 mm (6 inches), and compact as specified before the next
layer is spread. The Contractor may use any type of compaction equipment
except rubber‑tired or smooth‑steel‑wheel rollers to obtain the required
degree of compaction. The in‑place materials shall be free of lenses,
pockets, streaks, or layers of materials differing substantially in
texture or gradation from the surrounding materials.**

**1. Rough grade and compact areas affected by demolition to \[maintain
site grades and contours\].**

**C. Frozen Material: Do not place embankment when either the material
or the surface on which it is to be placed is frozen.**

**3.7 FIELD QUALITY CONTROL**

**A. Moisture Content: During placing and compacting of backfill, the
optimum moisture content (‑4 percent to +2 percent) as determined by
AASHTO T 217 or AASHTO T 239, unless otherwise approved, shall be
maintained by wetting or drying, as required.**

**B. Compaction: Compact the backfill to a minimum density of 95 percent
of the maximum dry density as determined by AASHTO T 99, Method C.**

**3.8 CLEANUP**

**A. Requirements: Remove demolished material from site as work
progresses. Leave areas of work in a clean condition.**

**[PART 4: MEASUREMENT AND PAYMENT]{.underline}**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**WHEN A \"LUMP SUM\" CONTRACT IS USED, DELETE THE TITLE PART 4:
MEASUREMENT AND PAYMENT, AND BOTH ARTICLES FROM THIS SECTION.
MEASUREMENT AND PAYMENT WILL BE ADDRESSED IN PART 4 OF SECTION 01009 -
GENERAL INFORMATION AMD REQUIREMENTS OR SECTION 01010 - SUMMARY OF
WORK.**

**WHEN NOT A \"LUMP SUM\" CONTRACT, SELECT APPLICABLE PHRASES; USE THE
\"NO MEASUREMENT\" PHRASE WHEN THE PAY ITEM IN THIS SECTION IS NOT
INCLUDED IN THE BID SCHEDULE.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**4.1 METHOD OF MEASUREMENT**

**A. Units: The work described in this section will \[not be measured
for payment.\] \[be measured and paid for on a lump sum basis\].**

**4.2 BASIS OF PAYMENT**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**WHEN NOT A \"LUMP SUM\" CONTRACT, SELECT APPLICABLE PHRASES; USE THE
\"NO DIRECT PAYMENT\" PHRASE WHEN THE PAY ITEM IN THIS SECTION IS NOT
INCLUDED IN THE BID SCHEDULE.**

**WHEN NOT A \"LUMP SUM\" CONTRACT AND PAYMENT IS TO BE MADE UNDER THIS
SECTION, SELECT THE PAY ITEM. DO NOT CHANGE PAY ITEM NUMBER. **

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**A. Payment: \[No direct payment for the work described under this
section will be made. Consideration for this item shall be included in
the bid price for other items of the Contract.\] \[Prices and payment
will be full compensation for the work described in this section.
Payment will be made under:\]**

**[Pay Item]{.underline}[ ]{.underline}[ ]{.underline}[ ]{.underline}[
]{.underline}[ ]{.underline}[ ]{.underline}[ ]{.underline}[
]{.underline}[ ]{.underline}[ ]{.underline}[ ]{.underline}[Pay
Unit]{.underline}**

**02222(01) Minor Demolition for Remodeling . . . . . . . .Lump Sum**

**END OF SECTION**