6774947_Final_Housing ReCap_StaPortage_MI_updated_11-12-24.pdf

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Recapitalize Family Housing, Station Portage, U. S. Coast Guard Station Portage, Dollar Bay, MI
Solicitation number
70Z04725RPCNI0002
Issued by

About this file

This document is a Solicitation for the recapitalization of family housing at U.S. Coast Guard Station Portage in Dollar Bay, Michigan. The project will construct five new housing units consisting of two three-bedroom and three four-bedroom units, relocate two existing sheds, replace playground equipment, provide parking, upgrade utilities, and expand the residential septic system. The solicitation is intended for DHS NMACC III Pool II contract holders only.

The project includes three optional items: (1) design and construction of one three-bedroom housing unit, (2) design and construction of one duplex housing unit with two three-bedroom units, and (3) design and construction of one maintenance building. The work must be performed according to the specifications and drawings provided. No further details on pricing, response due dates, or award information are included in this document.

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Other files

File Type Posted
70Z04725RPCNI0002 _Amendment 0007.pdf PDF
70Z04725RPCNI0002_Amendment 0006.pdf PDF
70Z04725RPCNI0002_Amendment 0005.pdf PDF
70Z04725RPCNI0002 _Amendment 0004.pdf PDF
Portage Housing Site Visit_Sign In.pdf PDF
70Z04725RPCNI0002_Amendment 0003.pdf PDF
70Z04725RPCNI0002_Amendment 0002.pdf PDF
70Z04725RPCNI0002_Amendment 0001.pdf PDF
Attachment C - 92120 Multi-Mission Station -1997.pdf PDF
TO Announcement_70Z04725RPCNI0002.pdf PDF
Drawing Format and Handling Job Guide (JG 36-51 73 15-02).pdf PDF
Attachment D - Portage Housing NEPA CATEX.pdf PDF
Attachment M - X3888 Construct Six Housing Units.zip ZIP file
Attachment G - CSTO Family Housing Design.pdf PDF
Attachment E - FDCC ENVIRONMENTAL COMPLIANCE INSPECTION (July 2022).pdf PDF
Appendix D- LEED for HOMES.pdf PDF
Drawing Stds and Management (CSTO 36-51 73 15-01).pdf PDF
DBA_Building_Houghton County.pdf PDF
Appendix A_Exterior Wall Detail.pdf PDF
Attachment A - Geotechnical Report_05JAN24.pdf PDF
Attachment K - USCG Station Portage Environmental Report.pdf PDF
Attachment J - Fire Flow Report Osceola Twp.pdf PDF
Attachment I - USCG Station Portage Survey.pdf PDF
Attachment L - Radon Report.pdf PDF
Attachment B - STA_Portage_Crawl_Space_Repairs-2008.pdf PDF
Attachment F - 09-6774947 Recap Family Housing PMDS V7.xlsx XLSX spreadsheet
Appendices_Attach_CAD Files.zip ZIP file
Appendix B_ Roof Design.pdf PDF
Appendix C_BSD-135_Ice Dams.pdf PDF
Attachment H - CSTO New Building Design and Construction.pdf PDF
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Text version

UNITED STATES COAST GUARD

REQUEST FOR PROPOSAL

RFP SPECIFICATION

RECAPITALIZE FAMILY HOUSING

STATION PORTAGE

SFRL NO: 6774947

at

USCG STATION PORTAGE

DOLLAR BAY, MI

Date: _ November 2024

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

FACILITIES DESIGN & CONSTRUCTION CENTER

FDCC Norfolk

5505 ROBIN HOOD ROAD SUITE K

NORFOLK, VIRGINIA 23513-2413

RECAPITALIZE PORTAGE FAMILY HOUSING PROJECT # 6774947

DOLLAR BAY, MI

FROM: Facilities Design Construction Center (Norfolk)

BENEFITING UNIT: USCG STATION PORTAGE

DOLLAR BAY, MICHIGAN

POINTS OF CONTACT:

Name ORG. FUNCTION EMAIL PHONE

Mr. Santora McKinney FDCC DESIGN PM, santora.mckinney@uscg.mil (571) 607-5352

SIGNATURES:

Design PM Date

Design Supervisor Date

Project Execution Supervisor Date

Project Execution Branch Chief Date

SECTION 01110_DESIGN-BUILD GENERAL PARAGRAPHS

Part 1 GENERAL

1.1 SCOPE OF WORK

1.2 ITEMS FURNISHED TO CONTRACTOR BY FDCC

1.3 CONTRACTOR RESPONSIBILITY

1.4 WORK HOURS

1.5 CONTRACTOR USE OF PREMISES

1.6 Definitions

1.7 REFERENCES AND ORDER OF PRECEDENCE

1.8 SECURITY

1.9 OTHER STATION WORK

1.10 NEW UTILITY SERVICES

1.11 PERMITS

1.12 DRAWINGS FURNISHED

1.13 WORK SEQUENCE

1.14 GOVERNMENT-FURNISHED ITEMS

1.15 RELOCATED EQUIPMENT AND ITEMS

1.16 UTILITY OUTAGES

1.17 UNDERGROUND UTILITIES

1.18 CONTRACTOR USE OF PREMISES

1.19 WEATHER

1.20 STORM PROTECTION

1.21 MANUFACTURER'S INSTRUCTIONS

1.22 RECEIPT OF MATERIALS

1.23 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

1.24 MINOR DEMOLITION, CUTTING, AND PATCHING:

1.25 LAWN MAINTENANCE

1.26 CONTRACTING OFFICER'S AUTHORITY

Part 2 PRODUCTS

Part 3 EXECUTION

SECTION 01111_DESIGN-BUILD GENERAL PARAGRAPHS

SECTION 01200_DESIGN-BUILD PROGRESS PAYMENTS

Part 1 GENERAL

1.1 RELATED CONTRACT CLAUSE

1.2 SUBMITTALS

1.3 DESIGN SUBMITTALS

1.4 SUBMITTALS DURING CONSTRUCTION

1.5 TIMING for submittals during construction

Part 2 PRODUCTS

Part 3 EXECUTION

3.1 SCHEDULE OF PRICES

3.2 CONTRACTOR MONTHLY VOUCHER ESTIMATE

SECTION 01320_DESIGN-BUILD PROGRESS SCHEDULE

Part 1 GENERAL

1.1 DESCRIPTION

1.2 SUMMARY

1.3 DEFINITIONS

1.4 SUBMITTALS

1.5 TIMING

1.6 SOFTWARE

1.7 CONTRACT MODIFICATIONS

Part 2 PRODUCTS

2.1 NETWORK SCHEDULE CHART

2.2 REPORTS

Part 3 EXECUTION

3.1 PROJECT SCHEDULER

3.2 PRELIMINARY MEETING

3.3 MONTHLY SCHEDULE UPDATES

3.4 SCHEDULE REVISIONS

3.5 DELAYS AND REQUESTS FOR EXTENSION OF TIME

SECTION 01330_DESIGN-BUILD SUBMITTAL PROCEDURES

Part 1 GENERAL

1.1 pERMIT, DESIGN AND CONSTRUCTION SUBMITTALS REQUIRED

1.2 TIMING OF SUBMITTALS

1.3 DEFINITIONS

1.4 SUBMITTAL REGISTER

1.5 MAILING REQUIREMENTS

1.6 IDENTIFYING SUBMITTALS

1.7 QUANTITY OF SUBMITTALS

Part 2 PRODUCTS

Part 3 EXECUTION

3.1 GENERAL REQUIREMENTS FOR SUBMITTALS REQUIRING CONTRACTING

OFFICER APPROVAL

3.2 SUBSTITUTION OR DEVIATION:

3.3 REQUESTS FOR INFORMATION (RFI)

SECTION 01450_QUALITY CONTROL

Part 1 GENERAL

1.1 QUALITY PROGRAM

1.2 APPLICABLE PUBLICATIONS

1.3 PERSONAL QUALIFICATIONS

1.4 SUBMITTALS

Part 2 PRODUCTS

2.1 QUALITY ASSURANCE AND QUALITY CONTROL DOCUMENTATION

2.2 TEST REPORTS

Part 3 EXECUTION

3.1 TESTING, INSPECTION AND LABORATORY ACTIVITIES

3.2 Daily Inspection Reports

SECTION 01500_TEMPORARY FACILITIES

Part 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 TEMPORARY CONSTRUCTION COR/CI OFFICE AND EQUIPMENT

1.4 Issue For Construction Drawings

1.5 UTILITY USAge (CI trailer)

1.6 CONSTRUCTION HAZARD FENCE

1.7 CONSTRUCTION PROJECT SIGN

1.8 HEATING, COOLING, VENTILATING AND ENCLOSURE OF WORK

1.9 RAMPS, STAIRS, LADDERS, STAGING AND SIMILAR ACCESS ELEMENTS

1.10 BARRIERS AND TRENCH PLATES

1.11 INTERRUPTION OF VEHICULAR TRAFFIC

1.12 WARNING SIGNS

1.13 DISPOSITION OF TEMPORARY FACILITIES

Part 2 PRODUCTS

Part 3 EXECUTION

SECTION 01505_PROJECT MEETINGS

Part 1 GENERAL

1.1 POST-AWARD CONFERENCE

1.2 DESIGN KICK-OFF CONFERENCE

1.3 PRECONSTRUCTION CONFERENCE

1.4 MONTHLY PROGRESS MEETINGS (CONSTRUCTION)

1.5 Pre-start Meetings with Major Subcontractors

1.6 SAFETY MEETINGS

1.7 LABOR INTERVIEWS

Part 2 PRODUCTS

Part 3 EXECUTION

Part 1 GENERAL

1.1 OVERVIEW

1.2 SUBMITTALS

Part 2 PRODUCTS

2.1 O&M MANUAL

2.2 BATTERIES

2.3 POSTED OPERATING INSTRUCTIONS

2.4 NAMEPLATES

2.5 VALVE TAGS

2.6 INSTRUCTION/TRAINING FOR COAST GUARD PERSONNEL

2.7 FACILITIES PREVENTATIVE MAINTENANCE PROGRAM

2.8 SAM New Job Plan requirements

2.9 BIDDABLE SCOPE OF WORK:

Part 3 EXECUTION

Part 1 GENERAL

1.2 ROLES OF RFP (REQUEST FOR PROPOSAL) SPECIFICATIONS AND DRAWINGS

1.3 SUSTAINABLE DESIGN

1.4 CIVIL AND SITEWORK DESIGN

1.5 GEOTECHNICAL DESIGN

1.6 LANDSCAPE DESIGN

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.7 ARCHITECTURAL

1.7 ARCHITECTURAL DESIGN

SECTION 01800_Design-build CRITERIA PARAGRAPHS 1.8 STRUCTURAL

1.8 STRUCTURAL DESIGN

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.9 DEMOLITION

1.9 DEMOLITION

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.10 FIRE PROTECTION

1.10 FIRE PROTECTION

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.11 PLUMBING

1.11 PLUMBING

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.12 HVAC

1.12 HEATING, VENTILATING AND AIR-CONDITIONING (HVAC)

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.13 ELECTRICAL

1.13 ELECTRICAL

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.14 CCTV

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.15 CATV

1.15 CABLE TELEVISION (CATV) SYSTEMS

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.16 TELECOMM

1.16 TELECOMMUNICATIONS / ELECTRONICS CONSTRUCTION SPECIFICATIONS 147

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.17 FF&E

1.17 FURNISHINGS, EQUIPMENT AND OUTFITTING

SECTION 01800 DESIGN BUILD CRITERIA PARAGRAPH 1.18 ENVIRONMENTAL

1.18 GENERAL

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPH 1.19 DREDGING

SECTION 01801_TEMPORARY FACILITIES

SECTION 01802_CONSTRUCTION DESIGN DOCUMENTS

Part 1 GENERAL

1.1 GENERAL DOCUMENTATION REQUIREMENTS

1.2 DESIGN OWNERSHIP

1.3 QUALIFICATIONS OF DESIGNER

1.4 SUBMITTALS

1.5 CONSTRUCTION DESIGN DRAWINGS

1.6 Construction DESIGN TECHNICAL SPECIFICATIONS

1.7 STATE AND LOCAL GOVERNMENT CONSULTATION, REVIEW AND INSPECTION

1.8 DESIGN SCHEDULE & POST AWARD/PRE-DESIGN MEETING

1.9 DEVIATIONS FROM RFP/CONTRACT REQUIREMENTS

1.10 VARIATIONS

1.11 SITE VISIT INSPECTIONS

Part 2 PRODUCT

2.1 DESIGN SUBMITTAL PROCESS

2.2 ENVIRONMENTAL DESIGN

2.3 SITEWORK AND CIVIL WORK DESIGN

2.4 GEOTECHNICAL WORK Construction DESIGN

2.5 STRUCTURAL DESIGN

2.6 ARCHITECTURAL AND LANDSCAPE DESIGN

2.7 FIRE PROTECTION DESIGN

2.8 MECHANICAL DESIGN

2.9 ELECTRICAL DESIGN

2.10 TELECOMMUNICATION DESIGN

2.11 Whole building commissioning

2.12 [BASIS OF DESIGN NARRATIVE SUBMITTAL REQUIREMENTS

Part 3 EXECUTION

SECTION 01803_RECORD DOCUMENTS AND DRAWINGS

Part 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.2 SUBMITTALS

1.3 EXAMINATION BY THE CONTRACTING OFFICER

Part 2 PRODUCTS

Part 3 EXECUTION

3.1 PROJECT RECORD DRAWINGS

3.2 FIELD ADJUSTMENTS AND CONTRACT MODIFICATIONS

3.3 FIRE PROTECTION RECORD DRAWINGS

SECTION 01900_LIST OF DRAWINGS

Part 1 GENERAL

1.1 SUMMARY

1.2 RFP DRAWINGS

1.3 SUPPLEMENTAL DRAWINGS, EXHIBITS AND ATTACHMENTS

1.4 FACILITY ROOM / SPACE REQUIREMENTS

Part 2 PRODUCT

Part 3 EXECUTION

APPENDICES

DRAWINGS

P a g e | 9_ SECTION 01110

SECTION 01110_DESIGN-BUILD GENERAL PARAGRAPHS

(2016)

Part 1 GENERAL

1.1 SCOPE OF WORK

Design and build the seven (7) new housing units at USCG Station, Portage, MI. This project will construct two multiplex family housing structures consisting of four (4) three-bedroom and three (3) four-bedroom housing units at USCG STA Portage. The project will also replace the housing playground, provide a new equipment storage building and parking lot, upgrade utilities, and expand the residential septic system. Perform the work according to this specification and as shown on the Government-approved, Contractor-originated drawings.

Base Bid:

(a) Design and construct two multi-plex housing structures consisting of two (3) three-bedroom units and three (3) four-bedroom units.

(b) Design and construct expanded septic to support all housing units plus maintenance building and upgrade site utilities.

(c) Design and construct new playground area with associated equipment: sliding set, swing set, climbing set and benches.

The project has 3 optional bid items, as follows:

Bid Option #1:

(a) Design and construct one housing unit consisting of one (3) three-bedroom unit and associated infrastructure.

Bid Option #2:

(a) Design and construct one duplex housing unit consisting of one (3) three-bedroom duplex unit and associated infrastructure.

Bid Option #3:

(a) Design and construct one maintenance building and associated infrastructure.

1.2 ITEMS FURNISHED TO CONTRACTOR BY FDCC

(a) One electronic set of the final approved Contract documents at the time of award.

(b) One electronic copy of any changed document due to a Contract modification

(c) One electronic copy of all FD&CC forms referred to herein. Reproduce as necessary.

(d) Publications incorporated into the technical provisions by reference will not be provided by the Government. Provide those references at the project site when necessary for clarification, or if required for reference to assist with quality control.

1.3 CONTRACTOR RESPONSIBILITY

P a g e | 10_ SECTION 01110

This contract contains both prescriptive and performance-based criteria. The design and subsequent construction shall incorporate all ancillary components as necessary to provide a complete and functional facility for the intended purpose. Where direction is given, it is directed to the Contractor. In each case the meaning is as though written “the Contractor shall….”

1.3.1 The term "COR" is an abbreviation for "Contracting Officer's Representative."

The Term “GCI” is an abbreviation for “Government Contracted Inspector.”

1.4 WORK HOURS

1.4.1 Work is authorized at the site from 0800 - to - 1700. Monday through Friday subject to local jurisdiction approval. No work is allowed on weekends or Federal holidays unless authorized by the KO.

1.4.2 Work outside of regular hours requires Contracting Officer approval. Submit a request to work extended hours 7 calendar days in advance and include the specific dates, hours, location, type of work performed, and the justification for the work outside of regular work hours. Based upon the justification provided, the Contracting Office may approve or disapprove the request.

1.5 CONTRACTOR USE OF PREMISES

1.5.1 All lay down or staging areas for materials, equipment and Contractor vehicle parking must be located within the indicated Contractor fenced staging area and site.

1.5.2 Shipments of equipment, materials, and supplies shall be addressed to the contractor - not the Government. The contractor must be on hand to accept shipments; the Government will not accept shipments.

1.6 DEFINITIONS

The following terms are defined as follows:

(a) Day(s): calendar day(s), unless otherwise noted

(b) FDCC: Facilities Design & Construction Center

(c) FE: Facility Engineer

(d) KO: Contracting Officer

(e) PM: FDCC Project Manager

(f) COR: FDCC Contracting Officer's Representative

(g) EIC: FDCC Engineer-in-Charge

(h) A/E: Architect-Engineering Firm

(i) GCI: Government Contracted Inspector

(j) QAM: Contractor's Quality Assurance Manager

(k) DOR: Contractor's Design Engineer of Record

(l) KR: Contractor

1.7 REFERENCES AND ORDER OF PRECEDENCE

Where specifications or standards documents are referenced in these Contract documents, they apply as if they were incorporated into the contract, except if specifically noted

P a g e | 11_ SECTION 01110 otherwise. If there are differences between referenced documents and any contract documents the following precedence applies.

(a) Contract

(b) RFP Specification

(c) RFP Drawings

(d) References

(e) Applicable code or standard governing the work in question

1.8 SECURITY

USCG Station Portage is a Federal facility. All personnel visiting the site will have to present valid picture identification from their state of residence. All personnel working on the project site must be legal to work in the United States of America. All vehicles entering the site must present and carry proof of insurance at all times. Provide a written list of expected workers with their driver’s license/identification card numbers and expected on site duration to the Engineering Petty Officer a minimum of 14 days prior to the personnel arriving.

1.9 OTHER STATION WORK

The Coast Guard and other contractors will be performing work at and adjacent to the project site during the time of this Contract. Cooperate and coordinate deliveries, access, and work with the Coast Guard and other contractors in accordance with Contract Clause FAR 52.236- 8.

1.10 NEW UTILITY SERVICES

Make all arrangements with the local utility providers and pay all fees, charges, and costs of any nature associated with establishing and installing new temporary (during construction) and subsequent permanent utility services required to ensure permanent and uninterrupted utility service at project completion. The contract documents may provide a conceptual plan for utility layouts. These plans shall be confirmed by the contractor during the bidding stage with the local utility provider to determine the exact materials, equipment placement, and other features that may be required by the specific utility provider. The term utility service includes, but is not limited to meters, mains, service lines, high voltage feeders, transformers, force mains, lift stations, tanks, etc. The contractor is responsible for coordinating the work with the utility provider to ensure the utility connection to the site is completed and that there is no delay in the prosecution of the work or completion of the project. Utility services include electricity, gas, water, sewer, cable TV, internet and telephone. The local electrical provider is as follows:

Utility Provider Service Telephone Number

Upper Peninsula Power Company

Electricity (906) 449-2013

Osceola Township Water (906) 482-8578

SEMCO Energy & Gas Gas (906) 475-9901

Shorewaves Telephone and Internet (906) 523-9370

P a g e | 12_ SECTION 01110

Spectrum Cable TV, telephone and internet

(844) 771-0879

Station Portage Sewer

1.11 PERMITS

Contractor’s responsibility for permits is discussed in Section I contract clause 52.236-7 “Permits and Responsibilities” and in Section 01800 paragraph 1.18 “Design Related Permits”. Section 01802 paragraph 1.7 “State and Local Government Consultation, Review and Inspection” provides additional guidance on coordination with state and local officials. In addition the contractor shall pay for and obtain all temporary permits for construction of this contract work. The Contractor shall comply with all terms and conditions of permits, whether the Contractor or the Government obtains the permit.

1.12 DRAWINGS FURNISHED

One compact disc (CD) of the plans and specifications will be furnished to the Contractor without charge.

1.13 WORK SEQUENCE

Construct the new housing units in the base bid after demolishing the three western homes.

After a successful final inspection of these two models, the Coast Guard will be allowed 30 calendar days to move into these five units. Then the three remaining homes can be demolished, and option 1 and 2 constructed along with the Option 3 (Maintenance Building) and the five additional parking spaces. If options are not awarded the last three remaining homes cannot be demolished until 30 calendar days after the base bid (5) five housing units are turned over

1.14 GOVERNMENT-FURNISHED ITEMS

None

1.15 RELOCATED EQUIPMENT AND ITEMS

1.15.1 Storage Buildings

Disconnect, dismantle if necessary, remove, relocate, reinstall, connect, and test items shown on the drawings. Cap disconnected service lines. Provide mechanical and electrical service connections, fittings, fastenings, and other materials needed to assemble and install relocated equipment. Before disconnecting or relocating items, inspect the items in the presence of the COR to determine their existing condition. The contractor is responsible for damage sustained by the items after this inspection.

1.16 UTILITY OUTAGES

P a g e | 13_ SECTION 01110

Before interrupting or shutting down any utility, make a request for the interruption to the Contracting Officer at least 5 days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by the Contracting Officer.

1.17 UNDERGROUND UTILITIES

The underground utility locations shown on the drawings are not exact. “Miss Utility” locator services are not available at US Coast Guard Facility Sector Charleston. Use a private utility locator service, at contractor expense, to locate underground utilities. Notify the COR and the cognizant utility companies at least 48 hours before excavating. Mark the excavation route and intersecting utilities. Where excavation will cross an existing utility line, use hand tools to excavate for a distance of 5 feet on each side of the intersection location shown on the drawings. Once exposed, protect underground utilities from damage.

(a) Make utility cut-over and interruptions after the normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in contract clause H.3 "Work outside Regular Work Hours.

(b) Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

(c) Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, and fire alarm shall be considered utility cut-overs. All outages shall be restored prior to the start of normal working hours on the next work day as defined in contract clause H.3 "Work Outside Regular Work Hours." This time limit includes time for deactivation and reactivation.

(d) Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for the normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.18 CONTRACTOR USE OF PREMISES

Become familiar with and obey station fire, traffic, and security regulations. Personnel shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the Contracting Officer's Representative.

1.19 WEATHER

Delays caused by unusually severe weather (FAR Clause 52.249-10). Unusually severe weather will be considered unforeseeable and unusually severe if it is more severe than the statistical 3-year average for the appropriate weather parameters established by the National Weather Service. See Section 01320 “Anticipated Weather Delays” for additional requirements.

1.20 STORM PROTECTION

Should warnings of winds of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize danger to person, the work, and to adjacent property.

Precautions shall include, but not be limited to, closing all openings, removing all loose

P a g e | 14_ SECTION 01110 materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.21 MANUFACTURER'S INSTRUCTIONS

Particular items and products specified in the sections are to be provided and/or installed according to the manufacturer's printed instructions. For bidding and contract performance purposes, the contractor is deemed to be aware of the requirements of these instructions.

1.22 RECEIPT OF MATERIALS

Shipments of equipment, materials, and supplies shall be addressed to the contractor - not the Government. The contractor must be on hand to accept shipments; the Government will not accept shipments.

1.23 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

Deliver, store, and handle products and materials according to the manufacturer's printed instructions and as follows:

(a) Deliver products and materials in manufacturer's original unopened packages or containers bearing manufacturer's labels.

(b) Store products subject to damage from the elements in weather tight enclosures; maintain temperature and humidity within the ranges stated in the manufacturer's printed instructions.

(c) Store fabricated products off the ground on platforms, blocking, or skids.

Cover or protect products that may discolor or deteriorate due to exposure to the elements. Provide ventilation to avoid condensation.

(d) Store loose granulated material on solid surfaces such as paving, plywood, or sheet material to prevent mixing with foreign matter. Provide drainage to prevent sheet material to prevent mixing with foreign matter. Provide drainage to prevent flow or ponding of rainwater. Prevent mixing of materials.

1.24 MINOR DEMOLITION, CUTTING, AND PATCHING:

(a) Provide Contracting Officer 24 hour notice before commencing demolition.

(b) Cut surfaces such as masonry, plaster, tile, and metal in straight lines at natural points of division.

(c) Materials for patching, filling-in, repairing, and extending work shall be new, and shall be similar in appearance and equal in quality to the materials used in the adjoining construction or the removed materials when they were new.

(d) Protect existing construction, surfaces, and equipment from damage. Damaged existing construction, surfaces, or equipment shall be restored or replaced to match existing conditions or new adjoining work.

(e) Dust: Erect and maintain temporary dust tight partitions or barriers to prevent the spread of dust, fumes, and noise to other parts of the building. Seal off return air grilles in the areas enclosed by dust barriers. Vent areas enclosed by dust barriers to the outside and provide filters on these vents. Before removing the dust barrier, completely clean the area enclosed by the barrier and both sides of the barrier itself.

Cover existing equipment to protect it from dust.

P a g e | 15_ SECTION 01110

(f) Disassemble, disconnect, cut, remove, and alter existing construction and equipment without damaging other construction or equipment that is to remain or be reused.

Cut and remove to the limits shown on the drawings, or, if not shown, to the minimum extent necessary for the proper installation of new work. Piping shall be removed and capped so as to be concealed in the finished work.

(g) Cut, move, and remove existing construction as necessary to do the work; replace and restore when work is completed.

(h) Completely remove applied finish flooring such as ceramic floor and base, and resilient tile flooring and base, including mastic, to structural floor.

(i) Patching: Patch to provide a neatly finished installation and to restore surfaces and items to the condition they were in before the work started. Where removals leave holes and damaged surfaces that will be exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces and to provide surfaces that are suitable for the provision of the new work. Install materials according to standard trade practice. Provide a smooth, even line of transition where patched work adjoins existing construction or new work. Patches or repairs shall match existing conditions or new adjoining work and shall provide a uniform finish and texture over the entire surface. When existing finish cannot be matched, refinish the entire surface to the nearest intersection.

(j) Transitions: Make smooth and even transitions where new work abuts or aligns with existing construction. Where finished surfaces are cut such that a smooth transition with new work is not possible, terminate the existing surface along a straight line at a natural point of division and submit written recommendations to the COR on how to proceed.

(k) Adjustments: Where removal of partitions results in adjacent spaces becoming one, rework floors, walls, and ceilings to a smooth plane without breaks, steps, and bulkheads.

1.25 LAWN MAINTENANCE

The contractor is responsible for cutting grass within the project site at least once a week during the growing season. Grass shall not exceed 6” in height at any period. Trim the grass around fences at the time of grass cutting. Maintain grass or weeds at all times.

1.26 CONTRACTING OFFICER'S AUTHORITY

In no event shall any understanding or agreement between the contractor and any Government employee other than the Contracting Officer on any contract, modification, change order, letter or verbal direction to the Contractor be effective or binding upon the Government. All such actions must be formalized by a proper contractual document executed by an appointed Contracting Officer. The contractor is hereby put on notice that in the event a Government employee, other than the Contracting Officer, directs a change in the work to be performed, or increases the scope of the work to be performed, it is the contractor's responsibility to make inquiry to the Contracting Officer before making the deviation. Payments will not be made without being authorized by an appointed Contracting Officer with the legal authority to bind the Government.

Part 2 PRODUCTS

NOT USED.

Part 3 EXECUTION

P a g e | 16_ SECTION 01110

NOT USED.

END OF SECTION

P a g e | 17_ SECTION 01111

SECTION 01111_DESIGN-BUILD GENERAL PARAGRAPHS

NOT USED

P a g e | 18_ SECTION 01115

SECTION 01115

Dedication Plaque

P a g e | 19_ SECTION 01200

SECTION 01200_DESIGN-BUILD PROGRESS PAYMENTS

This section covers the submittal requirements for design-build progress payments.

1.1 RELATED CONTRACT CLAUSE

Section I contract clause 52.232-5 "Payments under Fixed-Price Construction Contracts."

1.2 SUBMITTALS

(a) SD-01 Preconstruction Submittals

Schedule of Prices for permits, design, LEED and construction activities.

1.3 DESIGN SUBMITTALS

See Section 01802 Construction Design Documents for additional submittal requirements.

(a) Permit (application and submission)

(b) Initial 35% Design Submittal

(c) Initial Leadership in Energy and Environmental Design (LEED) documentation

(d) 65% Design Submittal

(e) Final Design Submittal

(f) Construction Submittal Reviews

(g) Corrected Final Construction Design Submittal

(h) Site Visit Reports During Construction (see section 01802)

(i) LEED for Homes Certification

(j) Final Inspection Reports (see section 01802)

(k) As-Built Design Drawings (see section 01802)

1.4 SUBMITTALS DURING CONSTRUCTION

1.4.1 Request for Progress Payment

Payment requests during design may be made upon submission of each design submittal, and will be based on the portion of the Base Bid for Design Services indicated in Part 3 of this section. Apply for progress payments using "Contractor's Monthly Estimate for Payment Voucher" which includes (form FDCC-4) and the required payment certification that are available from the Contracting Officer.

Electronic copies are available.

1.4.2 Documentation for Materials Delivered But Not Installed

P a g e | 20_ SECTION 01200

Paid invoices for materials stored on site for which progress payments are requested shall accompany the application for payment. Requests for payment for materials stored offsite will normally not be approved.

Payment requests for services provided for construction submittal review, site visits during construction, and final inspections may be made monthly based on the portion of the Base Bid for Design Services indicated in Part 3 of this section.

Payment request for As-Built Design Drawings may be made upon submission of the as-built drawings (see Section 01802 Construction Design Documents), and will be based on the portion of the Base Bid for Design Services indicated in Part 3 of this section.

Payment request for LEED certification may be made upon submission of necessary documentation to the Green Building council

1.4.3 Required Schedule Updates

In accordance with FAR Clause 52.236-15, Schedules for Construction Contracts and section 01320, submit updated progress documentation along with the request for payment, including request for final payment.

1.5 TIMING FOR SUBMITTALS DURING CONSTRUCTION

1.5.1 Initial Submission

Submit an original schedule of prices with the progress documentation required by section 01320 for the Government's approval.

1.5.2 Progress Payments

Progress payment requests may be submitted once a month to coincide with the progress update.

Part 2 PRODUCTS

NOT USED.

Part 3 EXECUTION

3.1 SCHEDULE OF PRICES

3.1.1 The schedule of prices shall be prepared in conjunction with the development of the complete performance schedule. The contractor may elect to separate the design activities from the construction activities. However, the items listed on the schedule of prices (construction portion) shall match the activities listed on the complete network schedule. Additionally, the contractor is to include construction costs associated with the assets listed in - Real Property Management Data Sheet (PMDS) by Real Property Unique Identifier (RPUID).

3.1.2 This is a one-time requirement and shall be shown either on the Schedule of Prices form or a separate sheet attached to the Schedule of Prices form. Prepare and deliver to the Contracting Officer a schedule of prices on the forms furnished by the Government. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, design phases, unit prices and extended prices therefore.

3.1.3 Design Phase Schedule of Prices during Design

P a g e | 21_ SECTION 01200

(a) Initial Design Phase - The following design and permit sub-categories shall be included and values provided on the schedule of prices:

1. Draft Permit(s) for review

2. Final Permit (ready for signatures)

3. 35% Civil (if applicable see section 1802)

4. 65% Construction Design Submittal

5. Final Construction Design Documents Submittal

6. Corrected Final Construction Design Documents Submittal

7. LEED Documentation (as required in section 1802)

8. Any Design Option

(b) Design Phase Schedule of Prices during Construction

The following design sub-categories shall be included, and values provided on the schedule of prices:

1. Construction Submittal Reviews

2. Site Visits During Construction & Final Inspection*

3. As-Built Drawings

4. Operation and Maintenance Manual (minimum of 25,000)

5. LEED documentation (allow minimum of $50,000 in schedule of prices for LEED documentation, which will be paid after successful submission of documents to the Green Building Council)

* See Section 01802, Construction Design Documents, paragraph 1.11 Site Visit Inspections, for Scope of Work for Site visits and inspections by the Designer of Record.

3.1.4 Construction Phase Schedule of Prices

a. As noted in paragraph 3.1, the schedule of prices shall be prepared in conjunction with the development of the complete performance schedule.

The items listed on the schedule of prices (construction portion) shall match the activities listed on the complete network schedule. Use unit prices for items when practical (provide quantities, units, labor and materials). Allocate overhead expenses such as field superintendent, temporary facilities and general conditions across all line items; do not show as individual expenses in the schedule of values. The bonds may be billed separately upon receipt by the government. Once approved, the values listed in the schedule of prices shall not be changed. The fields for the schedule of prices are defined below:

(b) ID # - The identification or activity number shall be obtained from the complete performance schedule. ID #’s shall not change after the schedule of prices is approved by the Government.

(c) Activity Description – The activity description shall be obtained from the complete performance schedule for the corresponding ID #.

3.1.5 Contract Modifications

Each contract modification shall be added to the end of the approved schedule of prices.

P a g e | 22_ SECTION 01200

3.2 CONTRACTOR MONTHLY VOUCHER ESTIMATE

3.2.1 The contractor's monthly voucher estimate consists of the approved schedule of prices and the data elements below.

(a) Percent of Installation Complete To Date: Insert the percent complete value for this activity.

(b) Material Invoices Submitted To Date: The sum of the paid material invoices for the specific activity shall be placed in this field.

(c) Amount Payable To Date: The value in this field shall be automatically calculated and shall not be overtyped. The amount payable to date for stored material equals the greater of (1) the material invoices submitted to date column or (2) the material activity cost multiplied by the percent of installation complete to date value for the activity. The total amount shall not exceed the material activity cost. The labor value payable to date is calculated by multiplying the labor value activity cost by the percent of installation complete to date.

(d) Amount Payable to Date Last Month: The value in this field is carried over from the previous months approved invoice amount payable to date column.

(e) Amount Payable This Month: This value shall be automatically calculated and shall not be overtyped. The value is calculated by subtracting the amount payable to date last month value from the amount payable to date column. This value represents the amount earned for a specific activity without regard to retainage.

3.2.2 Required Calculations: The last page of the contractor monthly voucher estimate shall include the following calculated values:

a. The Total Contract Value: This is the sum of the activity cost field column values which shall also equal the current total contract price, including approved modifications.

b. Subtotals of the amount payable columns: To date, to date last month, this month.

c. Percent Complete Based on Installed Material: This is the sum of the activity cost labor column multiplied by the percent of installation complete to date and then divided by the sum of all of the values listed in the activity cost labor column.

d. Percent Earned to Date: which is the total amount payable to date divided by the total contract value signature of inspector: During construction phase, voucher should be reviewed (and signed) by Government’s inspector (if available) with contractor’s superintendent indicating agreement with requested percentage of work complete.

3.2.3 Payment for Stored Materials

Although Section I contract clause 52.232-5 does not require payment for materials received but not installed, the Contracting Officer may consider requests for, and may authorize payment for the cost of the material based on the lesser of the following: (1) The total value of all invoices submitted for the activity; and (2) The value listed in the material total cost field. In order for requests for payment to be considered, the material shall be per the approved submittal, on site, and properly stored or protected.

3.2.4 Material Invoices

P a g e | 23_ SECTION 01200

Paid material invoices shall be legible and clearly document the type, quantity and cost of the materials covered by the invoice. The contractor shall clearly mark on each invoice the activity number which payment is being requested. For invoices covering more than one activity, the contractor shall indicate both the activity number and the percentage of the total invoice to be applied. Incomplete or unreadable invoices will not be considered when processing payment requests.

3.2.5 LEED Activities/Certification

Separate the design portion of LEED preparation from the construction portion and include as two separate line items on the pay voucher. LEED Certification of the project is required. An amount of $50,000 shall be included in the schedule of values as part of your Base Bid price. This amount can be billed upon receipt of the LEED Certification documentation for this project. Submit the certification documents with the pay request for this item.

P a g e | 24_ SECTION 01320

SECTION 01320_DESIGN-BUILD PROGRESS SCHEDULE

1.1 DESCRIPTION

Prepare a time-scaled construction performance schedule pursuant to the clause 52.236-15 "Schedules for Construction Contracts" of the Contract. Include scheduling of construction, creation of the network, production of the reports, execution of the plan described by the network, participation in meetings with the Construction Project Manager, and submission of progress updates and schedule revisions, as set forth below. Utilize conventional network analysis precedence diagram techniques.

1.2 SUMMARY

This Section specifies administrative and procedural requirements for various Design and Construction Progress Documentations required for proper performance of the Work.

(a) All costs incurred by Contractor to correctly implement and update the schedule shall be borne by Contractor and are part of this Contract.

(b) Schedules required include the following

1. Contract Construction Progress Schedule in Critical Path Method (CPM) format and related narrative.

1.3 DEFINITIONS

1.3.1 Preliminary Performance Schedule

Is defined as the planned operations during the first 90 days after the Contract Award.

The preliminary performance schedule shall consist of a diagram as described elsewhere in this section. No progress payments will be processed until the complete performance schedule has been approved by the Government.

1.3.2 Complete Performance Schedule

Is defined as the planned operations for the entire contract as described by contract clause 52.236-15.a. The complete performance schedule shall consist of a chart and required reports as described elsewhere in this section.

1.3.3 Float and Slack

Is defined as the amount of time between the early start date and the late start date, or the early finish date and the late finish date of any of the activities in the network analysis schedule. Float or slack is not time for the exclusive use or benefit of either the Government or the contractor.

1.3.4 Schedule Update

A schedule update shall provide actual start, current percent complete, and actual finish field updates to the complete performance schedule. No other fields shall be changed as part of an update.

1.3.5 Schedule Revision

Schedule revisions consist of the addition of new activities, as well as, changes in the approved work schedule, in contract completion date, logic and/or duration of existing

P a g e | 25_ SECTION 01320 activities. Approved schedule revisions change the schedule baseline only from the effective date of the revision for incomplete activities.

1.3.6 Schedule Baseline

The Baseline Schedule is the current approved performance schedule prior to updates.

1.3.7 Activity Description

Each activity shall be described to clearly define the feature of work and its location (Example: Phase I, first floor rough electrical).

1.3.8 Responsibility Code

Field identifying the organization completing the specific activity (i.e. prime contractor, subcontractor's name, Government, etc.).

1.4 SUBMITTALS

1.4.1 General: Contractor shall provide all schedule submittals on computer disk media as well as tabular printouts, and 24-by-36-inch time-scaled logic diagrams.

The latest version of, Primavera P6®, SureTrak® or an equally capable scheduling software shall be used. All costs incurred by Contractor to correctly implement, computerize and update the CPM Schedule shall be borne by Contractor and are included in the Contract Price. The number of copies of each submittal shall be as described in this Section or as may be requested by COR.

1.4.2 Contract CPM Schedule: The Contract CPM Schedule and its related narrative as described in this Section shall be submitted as early as practicable after the Notice to Proceed, but in no event later than 30 calendar days after the Notice to Proceed.

Within 15 calendar days, COR will respond with approval or direction to change and Contractor shall resubmit within 10 calendar days, if required.

Submit the following in accordance with section 01330 "Submittal Procedures":

1.4.3 SD-01 Preconstruction Submittals

(a) Preliminary Performance Schedule

Network Schedule Chart

(b) Original Complete Performance Schedule

Network Schedule Chart

Reports

(c) Monthly Updates

Electronic Network Schedule Chart

Progress Payments (See section 01200)

Reports

(d) Schedule Revisions

Revised Network Schedule Chart

Narrative description of changes to activity logic/duration

Reports

1.4.4 Submittal Requirements

P a g e | 26_ SECTION 01320

For the above submissions submit the following: 3 color copies of all documents plus an electronic copy on CD-ROM except monthly updates of schedule charts may be submitted on the CD-ROM only. Submit both the original software file as well as a .PDF file.

1.5 TIMING

1.5.1 Preliminary Performance Schedule

Within 30 days after Notice of Award, submit a preliminary network defining the planned operations during the first 90 days after Contract Award.]

1.5.2 Original Complete Performance Schedule

Submit the complete network analysis, consisting of the network mathematical analysis and network charts, within 45 days after Notice of Award.

1.5.2.1 Resubmittals

Changes necessary as a result of this review shall be submitted for approval of the Contracting Officer within 15 days.

1.5.3 Monthly Updates

Shall be submitted each month along with the request for payment, see section 01200.

1.5.4 Schedule Revisions

Shall be submitted within 15 days of the Contracting Officer's request.

1.6 SOFTWARE

1.6.1 Software Description

The Contractor shall use a commercially available, windows based, scheduling software program to manage the project. The software package shall have the characteristics and be capable of producing the time-scaled charts and reports described elsewhere in this section. The program shall also be capable of accepting revised completion dates as modified by approved time extensions, actual activity start/completion dates, and recompilation of tabulation dates and float accordingly without deleting the original proposed activity dates.

1.6.2 Deliverables

1.6.2.1 For the schedule software utilized, provide the following:

1) Schedule familiarization shall be provided by your project scheduler or the individual responsible for updating and managing the inputs into this project. The schedule familiarization shall use the project baseline schedule for all examples and exercises.

2) Review all Activity names, durations and indicate what the item encompasses for the listed cost.

3) The meetings shall include creating, displaying and printing the schedule in conformance to the following contract requirements:

(a) Demonstrate the creation of the weekly look-ahead schedule from the Baseline schedule.

(b) Display and verify all activities are linked directly or indirectly to the award and completion dates of this contract.

(c) Identify RPUID sorts and display formats.

P a g e | 27_ SECTION 01320

(d) Demonstrate the export of the schedule to MS-project 2010 format;

discuss limitations.

(e) Demonstrate how the activities will be updated; updates shall be done by the person who will perform the updates monthly. Identify file naming system used to identify updates for dissemination.

(f) Demonstrate from the updated schedule a sample of a complete monthly submission to the government. This shall include the written schedule analysis update.

(g) Trace a minimum of 3 activities from material procurement through to installation to 100% completion. Review each step to include, Submittal review (who, time frame), Pre-installation (who, time frame), QA activities related (who, time frame).

(h) Create an output format of the updated schedule for the monthly posting in the CI trailer.

(i) Create a 3 sample modifications on critical and non-critical activities for purposes of displaying a “fragnet” schedule that demonstrates time impacts to the schedule from a modification. Create modifications to display (increased contract duration, no effect and reduced contract duration)

(j) Create an earned value report from the baseline schedule.

(k) Demonstrate procedures for incorporating Changes to the project Baseline schedule.

Computerized schedule familiarization shall occur in conjunction with the preconstruction meeting.

1.6.3 Payment Requests

Payment request may be prepared for submission using programs other than the scheduling software. See section 01200, Progress Payments for specifics.

1.7 CONTRACT MODIFICATIONS

When change orders or delays are experienced by the Contractor and the Contractor requests an extension of time under one or more of the Contract clauses, the Contractor shall submit a written Time Impact Analysis (TIA) illustrating the influence of each change or delay on the Contract completion date or milestones, utilizing the current updated Project Schedule.

Each TIA shall include a fragnet demonstrating how the Contactor proposes to incorporate the changes or delays into the Project Schedule. A fragnet is defined as a sequence of new activities and/or activity revisions that are proposed to be added to the existing schedule to demonstrate the influence of delay and the method for incorporating delays into the schedule as they are encountered.

The TIA shall be submitted with the cost proposal for each proposed change or delay.

Incorporate contract modifications into subsequent monthly updates only after approval by the Contracting Officer. Contract Modifications shall be added as items posted at the bottom of the original schedule with new activity numbers.

Part 2 PRODUCTS

2.1 NETWORK SCHEDULE CHART

P a g e | 28_ SECTION 01320

The network shall consist of time scaled activities with logical interdependencies shown on a diagram with accompanying mathematical analyses.

Prepare a horizontal time scaled performance schedule with the total project divided and subdivided into a sufficient number of work activities to accurately graphically display the work schedule, sequence in which the work is to be accomplished, activity duration, and interdependence of activities. A bar shall depict the start, finish, and duration of each activity.

The bar shall be shaded to indicate progress. In addition to construction activities, procurement times for critical items, including submittal turn-around, shall be shown on the schedule. The diagram shall clearly show the activities of the critical path.

2.1.1 Format

Provide network charts on E-size sheets (30 inches by 42 inches). Use continuation sheets as required. Establish the time schedule for the entire project duration across the top of the sheet; divide into months and subdivide into weeks. Extend these division lines vertically from top to bottom of page. Units of 1/2 inch equal to 1 week are suggested.

Indicate project name, location, contract number, data date, submission date, and general schedule data on each sheet. Provide a legend defining all symbols.

2.1.1.1 Required Columns

The following columns shall be provided on the left side of each sheet:

(a) Activity Number (ID #)

(b) Activity Name

(c) Duration

(d) Early and late start dates

(e) Early and late finish dates

(f) Actual start and actual finish dates

(g) Total float

(h) Actual duration

(i) Percent complete

2.1.1.2 Activity Bars

Each of the activity bars shall be color coded and hatched to distinguish between the baseline, critical, non-critical, milestones, and also indicate progress. Critical path activities shall be colored red. Each activity bar shall be labeled with the activity name and percent complete.

2.1.1.3 Required Sorts

The original network chart shall be sorted by early start and then by early finish dates. The activity numbers shall be assigned in ascending order based on the results of this sort and shall not change for the remainder of the project duration.

2.1.2 Quantity and Numbering of Activities

The minimum number of activities in the final performance schedule shall be 200. New activity numbers shall be assigned to activities required to be added to a revised schedule for contract modifications or logic changes.

2.1.3 Required Activities

The following specific activities shall be shown on the diagram and in the numerical analysis.

The durations indicated are minimum.

(a) Bond

P a g e | 29_ SECTION 01320

(b) Design Elements:

(c) Site Visit

(d) 35% Design Submission (including LEED for Homes v4)

(e) 65% Design Submission (including LEED for Homes v4)

(f) Government Review (21 days review)

(g) Final Design Submission (including LEED for Homes v4)

(h) Permits requiring Government signature including stormwater discharge permit

(i) Government Review (21 days review)

(j) Completed Final Design Submission (including LEED for Homes v4)

(k) Construction Activities:

(l) Submittal Submission requiring Government review

(m) Critical Submittal Approvals per Submittal Section (Include a 21 day review period activity with each critical submittal approval entry)

(n) Procurement time for critical items

(o) Work by the Government, or utility agencies, and other third parties that may affect or be affected by Contractor's activities.

(p) Pre-Start Meetings with Major Subcontractors (e.g. mason, carpenter, roofer, plumber, and electrician)

(q) Commissioning Activities

(r) LEED for Homes v4

(s) Mechanical Testing & Balancing Approval (21 day duration)

(t) Draft Operation and Maintenance (O&M) Manuals Preparation

(u) Draft O&M Manual Review

(v) Corrected O&M Manuals Preparation

(w) Corrected O&M Manual Review

(x) Final O&M Manual Submission

(y) Request for Final Inspection (minimum of 14 days prior to requested date)

(z) Final Inspection

(aa) Instruction to Government Personnel

(bb) Correct Punchlist (14 Work day duration)

(cc) Coast Guard Acceptance (On or before contract completion date)]

2.1.3.1 Final Inspection

2.1.3.1.1 Contractor Self-Inspection. Prior to the completion date of each task order, the Contractor’s Quality Control Manager shall conduct a self-inspection of the site and document all items needing correction by means of a punch list. The corrected punch list shall be provided to the Contracting Officer’s Representative at the same time the pre-final inspection is requested. All punch list items must be corrected prior to requesting the pre-final inspection.

P a g e | 30_ SECTION 01320

2.1.3.1.2 The Contractor and the Contracting Officer’s Representative will jointly conduct a pre-final inspection prior to requesting a final inspection. Any item needing correction shall be noted on the Pre-Final Inspection Punch List. Any discrepancies noted will be corrected prior to any final inspection.

The Contracting Officer Representative may schedule more than one pre-final inspection if he determines it necessary.

2.1.3.1.3 The final inspection activity will only be held after the following…

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