1. COB B2402 Water Damage Reconstruction Spec.pdf

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Water Damage Reconstruction at Columbia Basin Job Corps Center
Solicitation number
1282A723Q0051
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This document is a scope of work for a water damage reconstruction project at the Columbia Basin Job Corps Center. The project requires repairing water damaged walls and floors in one wing of a two-story administration and vocational building, including replacing finishes, fixtures, cabinets, and installing new carpet. The contractor must provide all labor, materials, equipment and licenses to patch and repair walls, replace damaged subflooring, install new wall and base cabinets in a kitchenette and bathroom, as well as paint, flooring, and trim work. The solicitation number for the related federal contract opportunity is 1282A723Q0051. The pre-construction meeting must occur within 10 days of award, with submittals due 10 work days later. Substantial completion will be issued once the space is ready for reoccupancy.

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Sol_1282A723Q0051_Amd_0001.pdf PDF
5. DBA_WD_Grant_WA.pdf PDF
4. COB B2402 Water Damage Reconstruction SOI.pdf PDF
3. Attach A ACM Test Report.pdf PDF
2. COB B2402 Water Damage Reconst dwg.pdf PDF
1282A723Q0051.pdf PDF

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ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 1

COLUMBIA BASIN JOB CORPS CCC SCOPE OF WORK

BUILDING 2402 ADMINISTRATION, WATER DAMAGE RECONSTRUCTION

SPECIFICATIONS

SECTION 010150

PART 1 – SUMMARY OF WORK

2.1 DESCRIPTION

A. Work for this project requires the contractor to be responsible for supplying all labor, materials, equipment, utilities, miscellaneous items, freight and delivery and all necessary valid licenses for the work summarized as follows:

1. Base Item No. 1 – Admin/Vocation (Bldg 2402) Water Damage Reconstruction.

2.2 LOCATION

A. This project is located at the Columbia Basin (COB) Job Corps Civilian Conservation Center located at Moses Lake, WA, in Grant County. The address is 24th Ave NE, Moses Lake, WA 98837. Driving instructions can be obtained from the Center by calling 509- 793-1629.

2.3 WORK HOURS

A. Work hours for this project are between 8:00 AM-4:30 PM Monday through Friday.

2.4 USE OF PREMISES

A. Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Government will occupy site and buildings during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the work so as not to interfere with Government's day-to-day operations.

C. Keep driveways, parking areas, loading areas and entrances to buildings clear and available to Government, Government's employees, and emergency vehicles at all times.

Do not use these areas for parking or storage of materials. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Government.

2.5 WORK RESTRICTIONS

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 2

A. Smoking is permitted on campus only in the designated smoking area.

2.6 SCHEDULE OF ITEMS

A. Schedule of Items:

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

3. Optional Items (if applicable) may or may not be awarded, depending on funding availability.

B. Base Items (BI):

1. Base Item No. 1 – Admin/Vocation (Bldg 2402) Water Damage Reconstruction.

a. Unit: Lump Sum.

b. JCC Deficiency #’s: NA.

c. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, and incidentals to:

1. Repair water damaged walls and floor.

2. Remove and replace water damaged, decayed, or soft areas of 2nd-story wood floor/subfloor in preparation for carpeting.

3. Replace water damaged finishes in one wing of the 2-story building as indicated in the drawings, this includes some selective demolition and replacement of finishes that were already removed during initial response and cleanup activities.

4. Replacement, patches, and repairs shall match existing finishes except new carpet and wall base shall conform to this specification.

5. Finishes include, paints, gypsum wall board, flooring, trims, mouldings, and wall base.

6. Reinstall doors and cabinets removed during cleanup operations.

7. Furnish and install new wall and base cabinets in the first-floor conference room kitchenette corner. Include ABA compliant sink section, with sink, faucet, hoses, and laminate countertop for the base cabinets.

8. Furnish and install new sink and vanity with laminate countertop for the 1st floor men’s restroom adjacent to the conference room.

9. After patching and replacement of wall materials occurs. Re-paint all walls within the area of work excluding any tiles, devices, escutcheons, laminates, and similar factory durable finishes not typically painted.

10. The Contractor shall be responsible for moving and protection of office furniture and similar items withing the project area. No areas outside of the work areas are available for storage unless the Contractor provides that storage area.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 3

a. Personal items, loose documents, computers and peripherals, and files within the work area will be stored and locked within furniture to be moved or relocated by Job Corps staff.

11. Notes:

a. The specific work required for each room or space with the overall areas of work indicated in the drawings varies; some spaces will only require repainting and or carpet replacement.

Other areas will require more extensive patching, repairs, and reinstallation of doors, cabinets, fixtures, etc.

b. Photos included in the drawings are intended to demonstrate the variety of finishes and damage that will require repair or restoration. The intent of this contract is to provide fully finished and functional spaces ready for re-occupancy; the contractor is responsible for accurately measuring and reviewing spaces to ascertain the full extent of the work required for material procurement and installation/repair purposes.

c. Asbestos abatement and removal of floor tiles was recently performed, the remaining mastic was also tested and confirmed to NOT contain ACM. Test results are attached to this solicitation.

2.7 REQUIREMENTS

A. The building, mechanical, plumbing, and electrical requirements indicated below shall be in conformance with the most recent versions of the International Building Code (IBC), International Mechanical Code (IMC), International Energy Conservation Code (IECC), International Plumbing Code (IPC), the American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE) Standard 90.1 and 62.1, the National Electric Code (NEC), Architectural Barriers Act Standards (ABA, ABAS), EPA Watersense, and Energy Star qualified. The Contractor shall install products in accordance with all the manufacturer’s written directions and recommendations provided these do not conflict with the referenced codes and standards. Utilize low and/or zero VOC products when available and compatible with adjoining materials. All products shall be asbestos and lead free.

B. Basis-of-Design Products: Drawings and/or specifications may indicate “basis-of-design” products, the Contractor may submit alternate products for consideration and approval by the CO. The Contractor shall provide product submittals that demonstrate compliance with any specific salient features that are included with the basis-of-design schedule and/or specification.

C. Action/Approval Submittals:

1. Primer and paint product data.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 4

2. Cabinet stain and finish color charts for selection by the CO.

3. Color charts for the following: paint, flooring, stains, vinyl base.

4. Wall material product data.

5. Replacement Flooring product data and mockup.

6. Shop Drawings: For architectural cabinets.

a. Include plans, elevations, sections, and attachment details.

b. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections.

c. Show locations and sizes of cutouts and holes for items installed in architectural cabinets.

7. Cabinet hardware product data.

8. Sink and Faucet product data.

D. Informational Submittals:

1. Manufacturer’s installation manual for the following:

1) Carpet Tiles, transitions, adhesives.

2) Vinyl Base.

3) Primer and Paints.

E. Closeout Submittals:

1. Product Warranties where warranty is indicated in product salient features; fully executed and/or registered per manufacturer’s directions including purchase information if required for warranty.

F. Wall Repair/Replacement:

1. For full replacement wall finishes.

a. Gypsum Board, Type X.

1) Product Standard: ASTM C1396.

2) Flame Spread: 15 max per ASTM E 84.

3) Smoke Development: 0 per ASTM E 84.

4) Thickness: 5/8”

5) Accessories: Tapes, compounds, and fasteners per manufacturer’s instructions for UL Fire Resistant Classification certification installation requirements.

b. Level 4 finish, 1 coat mold/mildew inhibiting primer, 2 coats zero VOC latex paint.

1) Color: As selected by CO.

2) Sheen:

a) Offices, corridors, and similar spaces: satin.

b) Restrooms and high humidity areas: gloss.

2. For partial surface patching:

a. Match existing and adjoining surfaces in material type, thickness, texture, and color.

G. Floor/Subfloor Panels:

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 5

1. Remove any subfloor paneling or wood strip flooring that is decayed or damaged to the extent it is not acceptable for carpeting over. Patch those areas and other areas already removed with wood structural panels matching the thickness of materials removed. Patch panels shall be cut centered over joists (or other structural framing/support) and fastened in accordance with IBC Table 2304.10.1.\

2. Wood structural panels: Grade CD or better, with the better face toward the finished space.

H. Wall Moulding and Trim:

1. Window/Door Trim/Misc. Match new trim to existing including species, finish, and profile.

2. Wall base: Vinyl base moulding with compatible adhesives or if existing wall base remains in the same space, match existing.

a. Product Standard: ASTM F1861, Type TV.

b. Group: I (solid, homogenous).

c. Style: Style B, Cove.

d. Minimum Thickness: 0.125”.

e. Height: 6”.

f. Lengths: Cut lengths 48” long or in coils in manufacturer’s standard length.

g. Inside/Outside Corners: Job formed or preformed.

h. Color and Pattern: As selected by CO.

I. Kitchenette and Bathroom Sink and Cabinets: Provide fasteners, blocking, and reinforcements that support cabinets. Field verify dimensions indicated on plans prior to submitting shop drawings for approval, modify shop drawings to ensure compliance with referenced standards and fitment with existing building configuration. Provide allowance in cabinet construction for field fitting and trimming. Provide flexible sealants for sink installation and joint between wall finish and countertop/backsplash, neatly tool prior to curing. Utilize pipe and fittings compatible with existing building water/dwv piping.

1. Cabinets: Architectural Woodwork Standards Grade: Custom, transparent finish, satin water-based polyurethane with stain color selected by CO from finish manufacturer’s full list of colors.

a. Face frame with flush overlay or reveal overlay doors and drawers.

b. Wood for Exposed Surfaces: Red or White oak.

1) Cut: Plain or quarter sawn.

2) Grain Direction: Vertically for doors and fixed panels, horizontally for drawer fronts.

c. Semi-Exposed Surfaces:

1) Drawer Fronts: Solid-hardwood lumber, stained to match/species used for exposed surfaces.

2) Drawer Bottoms: Hardwood plywood.

3) Carcasses: Hardwood plywood.

d. Dust Panels: Hardwood plywood above compartments and drawers unless directly under tops.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 6

e. Drawer Construction: Fabricate with exposed fronts fastened to sub-front with mounting screws from interior of body. Bottom shall be installed in groove into sides, back, and sub-front.

1) Join sub-front, sides, and back with glued rabbeted joints supplemented by mechanical fasteners or glued dovetail joints.

f. Hardware: Provide cabinet hardware and accessory materials associated with architectural cabinets.

1) Hinges: Semi-concealed, ANSI/BHMA A156.9, B01521 with soft-close accessory or function.

2) Drawer slides, side or undermount ANSI/BHMA A156.9 with soft close function.

a) Standard duty (Grade 1 or 2), full extension, 50lb minimum capacity.

3) Pulls: Back-Mounted, ANSI/BHMA A156.9, B02011 with soft-close accessory or function.

4) Exposed Hardware Finishes: ANSI/BHMA 630 Satin Stainless Steel

g. Laminate Countertop:

1) Provide laminate countertop for kitchenette and bathroom cabinets designated for replacement. Field verify dimensions required. Provide laminate with the following features:

a) Premium Grade, Plastic Laminate Clad, High-Pressure, NEMA

LD3, Grade HGS.

b) 3”+ backsplash.

c) Edge-band matching laminate top and backsplash.

d) Color/pattern: As selected by CO form manufactures full range.

h. Kitchenette Sink: Stainless Steel, Self-Rimming, Drop-in, Single-basin, Counter Mounted:

1) Standards: ASME A112.19.3/CSA B45.4, ADA, and ICCA117.1.

2) Overall Dimensions: Approximately 25”x21”x6” (review and coordinate with ADA/ABA requirements for counter height and undersink clearances).

3) Material: 22 gauge minimum, Type 300 series stainless steel.

4) Provide with strainer and drain stopper.

5) Faucet: Manually operated, ASME A112.18.1/CSA B125.1.

6) Certifications: NSF61 and 372.

7) General: Gooseneck (High Arch) pulldown style with spray wand with stream and spray modes.

8) Body Type: Single hole.

9) Body Material: Commercial, solid brass, or die-cast housing with brazed copper and brass waterway.

10) Finish: Brushed or Satin Stainless Steel.

11) Valve Handle: Lever.

12) Water filter: 1-stage, undercounter filtration, activated carbon filter.

a) Watts H20-F17 or approved equal.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 7

b) NSF 372, lead-free.

c) 2,000-gallon minimum capacity.

J. Bathroom Lavatory: White Vitreous China or Fireclay, Drop-in, Self-Rimming

1. ASME A112.19.2 and ADA compliant.

2. Front overflow, Single hole or 4” centerset,.

3. 18”x20” nominal.

4. Faucet: ADA Compliant, single lever handle, vandal resistant aerator, metal grid strainer (no drain stopper).

a. Brushed Nickel, Satin Stainless, or Chrome Finish.

b. EPA Watersense Labeled.

c. ASME A112.18.1 and ASME A1017.1.

K. Floor Finish: The Contractor shall prepare the floors for carpeting in accordance with the flooring manufacturer's recommendations; at a minimum this preparation shall include a thorough vacuuming and removal of debris and dust prior to adhesive application.

Remove wall base and complete wall/floor patching repairs and painting prior to installation of new carpet. Provide transition strips between new carpet and existing floorings to remain.

1. Carpet Tile Basis of Design/Salient Features:

a. Mohawk Group First One Up II – BT443

b. Fiber Content: 100 percent nylon 6,6.

c. Stain Protection

d. Construction: Tufted

e. Density 9000: minimum.

f. Weight Density: 19800, minimum.

g. Surface Texture: Textured Patterned Loop.

h. Color: As selected and approved by CO from manufacturer’s full line of colors.

i. Installation Method: Monolithic.

j. Foot Traffic Recommendation TARR: Severe.

k. Pile Thickness: .098 inches.

l. Face Weight: 22 oz./SY minimum.

m. Critical Radiant Flux Classification: Not less than Class 1, >0.45 per ASTM

E 648.

n. Sustainability: CRI Green Label Plus GLP1171.

o. Smoke Developed Index: Less than 450 per ASTM E 662.

p. Flammability: Class 1 (Glue Down) per ASTM E 648.

2. Carpet Tile Adhesive:

a. Basis of Design: Mohawk Industries Enpress.

b. Pressure Sensitive type.

c. Low Odor, Zero VOC, and solvent free.

d. Recommended for use by carpet tile manufacturer.

e. Flammability: Nonflammable.

f. Sustainability: CRI Green Label Plus.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 8

3. Transition strips. Commercial grade rubber or vinyl, coordinate color with approved carpet and wall base.

L. Government Furnished Items:

1. Items indicated in the specifications and drawings for reinstallation are assumed to be in good operable condition. Upon initial mobilization to the project site, the Contractor’s designated representative shall inspect these items and notify the CO in writing they have inspected and taken them into their possession. In the event the Contractor finds physical damage to these items during this initial inspection, they shall notify the CO. The CO shall determine if reinstallation is still desired or will request a proposal for replacement. The Contractor shall be responsible for protection from damage after this inspection and acceptance.

2. All items shall be installed in accordance with specified code and manufacturer requirements.

3. If items are determined to be non-functional not due to visible physical damage; the Contractor shall provide a cost proposal for repair or replacement.

a. Repair or replacement of light fixtures shall be UL listed LED type retrofits or replacements with a color temperature, CRI, and lumen output, and appearance similar to the fixture proposed for replacement.

4. The Contractor shall not proceed with proposals requested in this section until accepted by the Government in accordance with FAR 52.243 and specific subsections incorporated in other sections of this contract.

1.8 Definitions

A. The following terms in any combination relating to the installation of products/materials:

install, furnish, provide, or similar statements; mean that the contractor is responsible for the procurement and installation of the products unless it is specifically designated as either a government furnished item, supply only product, or spare.

PART 2 – PROJECT SCHEDULE

3.1 PROJECT SCHEDULE

ITEM* REQUIRED DUE DATE (calendar days)

Pre-Construction Conference

Within 10 days of Award (Virtually)

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 9

Notice To Proceed (NTP)

Issued first weekday after Pre-Construction Conference

Bonds 10 days after NTP

Action and Informational Submittals

10 work days after NTP (CORs have 14 calendar days to return)

Closeout Submittals prior to CO acceptance of project

Contract Release form and final pay request

10 days after CO acceptance of project

* All items above must be included in contractor’s construction schedule

PART 3 – SUBMITTAL PROCEDURES

4.1 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Government approval.

B. Informational Submittals: Written information that does not require Government approval. Submittals may be rejected for not complying with requirements.

4.2 PROCEDURES

A. Contractor Responsibilities

1. Review each submittal and check for compliance with the Contract Documents.

2. Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

3. Include the following information on label or cover sheet for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 10

g. Drawing number and detail references, as appropriate.

h. Date of Contractor’s approval.

i. Statement certifying that submittal has been reviewed, checked, and approved by the Contractor for compliance with the Contract Documents.

4. The Government will not review submittals that do not bear Contractor's approval and will return them without action.

5. Unless additional copies are required for final submittal, and unless the

Contracting Officer (CO) observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

6. Submittals must be submitted in electronic PDF format. Submit to CO via email or electronic file transfer site.

7. Only final submittals with mark indicating action taken by Government are to be used for construction.

8. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

B. Processing Time: Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Government will review initial submittal within 14 calendar days.

Additional time may be needed if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittals: If resubmittal is necessary, it will be processed in same timeframe as initial submittal.

4.3 ACTION SUBMITTALS

A. Prepare and submit Action Submittals required in the Technical Specifications in this contract, if applicable, and as indicated at the end of this subsection.

B. Collect information into a single submittal for each element of construction and type of product or equipment.

1. Mark up each submittal to show which products and options are applicable.

2. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Required Action Submittals

1. Product Data: See Technical Specification Sections.

4.4 INFORMATIONAL SUBMITTALS

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 11

A. Prepare and submit Informational Submittals required in the Technical Specifications in this contract, if applicable, and as indicated below:

B. Required Informational Submittals:

1. Accident Prevention Plan.

2. Construction Schedule.

4.5 CLOSEOUT SUBMITTALS

A. Prepare and submit Closeout Submittals, as follows:

1. See Technical Specification Sections.

2. One-Year Warranty on Entire Project as required by FAR 52.246–21.

3. Project Record Documents.

PART 4 – TEMPORARY FACILITIES AND CONTROLS

5.1 USE OF UTILITIES

A. Utilities: Use of Government existing facilities will be permitted without metering and without payment of use charges, as long as facilities are cleaned and maintained in an acceptable condition. At Substantial Completion, restore these facilities to condition existing before initial use. The following are available for use by the contractor: water, and electrical power services. The following are not available: telephone service. The contractor is expected to provide whatever phone service he deems necessary for the duration of the project.

5.2 SANITARY FACILITIES

A. Sanitary facilities are available for use by the Contractor. Facilities must be cleaned and maintained daily.

5.3 STAGING AND STORAGE

A. Coordinate on-site staging and storage requirements with the Center Point of Contact or the Contracting Officer Representative (COR).

5.4 CONSTRUCTION WASTE DISPOSAL FACILITIES

A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Use of Government waste containers will not be permitted.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 12

5.5 SAFETY AND ENVIRONMENTAL PROTECTION

A. Environmental Protection: Contractor shall provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Barricades, Warning Signs, and Lights: Comply with the national or state Manual on Uniform Traffic Control Devices (MUTCD) for erecting structurally adequate barricades, paint with appropriate colors, graphics, and warning signs/lights to inform personnel, students, and the public of possible hazards.

C. Provide dust control to prevent contamination of adjoining areas of the building and hvac from contract processes.

D. Fire Protection.

1. Store combustible materials in containers in fire-safe locations.

2. Maintain unobstructed access to fire extinguishers, fire hydrants, fire-protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas.

3. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

PART 5 – EXECUTION REQUIREMENTS

6.1 EXAMINATION

A. Before beginning work, examine areas and document existing conditions. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

B. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

C. Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

6.2 INSTALLATION

A. Locate the Work and components of the Work accurately, in correct alignment and elevation to fit with existing construction.

B. Make vertical work plumb and make horizontal work level.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 13

C. Install per manufacturer's written instructions and recommendations.

6.3 PROGRESS CLEANING

A. Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Comply with NFPA 241 requirements for removal of combustible waste materials and debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

B. Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted.

6.4 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide protection and maintain conditions that ensure installed Work does not get damaged or deteriorated prior to Substantial Completion.

6.5 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 6 – CLOSEOUT PROCEDURES

7.1 SUBSTANTIAL COMPLETION

A. Definition of Substantial Completion: The Date certified by the CO when construction is sufficiently complete, in accordance with the Contract Documents, so the Government can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents.

B. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise the CO of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, final certifications, and similar documents.

4. Obtain and submit releases permitting Government unrestricted use of the Work and access to services and utilities.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 14

5. Deliver tools, spare parts, extra materials, and similar items to location designated by Government. Label with manufacturer's name and model number where applicable.

6. Complete startup testing of systems.

7. Submit changeover information related to Government occupancy, use, operation, and maintenance.

8. Complete final cleaning requirements, including touchup painting.

9. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by CO, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

7.2 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit certified copy of CO’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by CO. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

2. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

3. Instruct Government personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

ADMIN/VOCATION – BLDG 2402, WATER DAMAGE RECONSTRUCTION 010150 – 15

7.3 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit two copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

7.4 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

C. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

2. Remove tools, construction equipment, machinery, and surplus material from Project site.

3. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

D. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 010150

File details come from the government source that posted it. Updated .