_6841069_Eastport Housing-Final RFP.pdf

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Design/Build Construction of Eastport Family Housing Development, Perry, ME
Solicitation number
70Z04720REASPOR00
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This request for proposal outlines requirements for the design/build construction of a family housing development project in Perry, Maine. The U.S. Coast Guard Shore Infrastructure Logistics Center will award a firm-fixed-price contract to construct a minimum of four and maximum of eight single-family homes on approximately 75 acres of government-owned land, including associated site work. The project includes one base item and three option items. The contractor will be responsible for all design and construction activities, including obtaining necessary permits and approvals. The Coast Guard Facilities Design and Construction Center will administer the contract.

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Final Amendment 0005.pdf PDF
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Appendix I O M Pt 2EquipEnrollment.xlsx XLSX spreadsheet
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Appendix J O M Pt3 SAMJobPlan.pdf PDF
J.6 Site_Pics.pdf PDF
J.7 House Pics.pdf PDF
Amendment 0002.pdf PDF
Amendment 0001.pdf PDF
Appendix F - Govt-Design_Review-xx-xx-2012.pdf PDF
Appendix B -ElectDeliv-Sept2012.pdf PDF
Appendix P_BSD-135_Ice Dams.pdf PDF
Appendix D - Design Narrative-Sept2012.pdf PDF
Appendix K -Exterior Wall Detail.pdf PDF
Attachment B USCG Eastport Housing Site Development Report.pdf PDF
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USCG Eastport Housing Site Development Report final_costs removed.pdf PDF
Full_PDF_Final-Draft_Eastport_EA_07192019.pdf PDF
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Appendix N-Individual Space Criteria Sheets.pdf PDF
Appendix R_PMDS_Eastport_ReCap_FamilyHousing.pdf PDF
Appendix A-ComputerGenDrwgs-Sept2012.pdf PDF
Appendix L- HERS Report (NOT USED).pdf PDF
70Z04720REASPOR00 RFP.pdf PDF
Residential Wages.pdf PDF
Appendix Q_Radon tipsheet.pdf PDF
Appendix E - Industry Standards for Const Docs-Sept2012.pdf PDF
Heavy Wages.pdf PDF
Appendix G- DS(1) Design Submission Transmittal Form.pdf PDF
Appendix C -FDCC File Naming-SEP 2014.pdf PDF
Appendix M- LEED for HOMES.pdf PDF
Appendix O_ Roof Design.pdf PDF
Appendix H-OandM-Part1UniformaMeansSAMSCorrelationCrosswalk Table1.pdf PDF
Appendix S_Typical_Metal Bldg Section.pdf PDF
021320 Pre Solicitation.pdf PDF
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RFP GUIDE SPECIFICATIONS

FOR

FDCC

6841069_STA EASTPORT RECAP

FAMILY HOUSING

PERRY, ME

Date: JAN 2020

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

FACILITIES DESIGN & CONSTRUCTION CENTER

FDCC Norfolk

5505 ROBIN HOOD ROAD SUITE K

NORFOLK, VIRGINIA 23513-2413

FDCC Seattle Detachment

915 2ND AVE

FED BLDG RM 2664

SEATTLE, WA 98174

UNITED STATES COAST GUARD

REQUEST FOR PROPOSAL

RECAPITALIZE FAMILY HOUSING PROJECT NUMBER: 6841069

EASTPORT, ME

FROM: Facilities Design & Construction Center (Norfolk)

BENEFITING UNIT: USCG STATION EASTPORT FAMILY HOUSING

POINTS OF CONTACT:

NAME FUNCTION ORGANIZATION EMAIL PHONE

Santora McKinney Design PM FDCC santora.mckinney@uscg.mil 757‐852‐8180

SIGNATURES:

Design PM Date

Design Supervisor Date

Construction 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 DEFINITIONS

1.6 REFERENCES AND ORDER OF PRECEDENCE

1.7 SECURITY

1.8 PERMITS

1.9 NEW UTILITY SERVICES

1.10 DRAWINGS FURNISHED

1.11 CONTRACTOR USE OF PREMISES

1.12 WEATHER

1.13 MANUFACTURER'S INSTRUCTIONS

1.14 RECEIPT OF MATERIALS

1.15 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

1.16 MINOR DEMOLITION, CUTTING, AND PATCHING

1.17 CONTRACTING OFFICER'S AUTHORITY

Part 2 PRODUCTS

Part 3 EXECUTION

SECTION 01111_SPECIAL PROJECT PROCEDURES

Part 1 GENERAL

1.1 PROJECT SEQUENCE

Part 2 PRODUCT

2.1 CONSTRUCTION PHASING & CONSTRAINTS

2.2 CONSTRUCTION ACTIVITY CONSTRAINTS

2.3 NEW UTILITY SERVICES

2.4 UNDERGROUND UTILITIES

Part 3 EXECUTION

SECTION 01200_DESIGN-BUILD PROGRESS PAYMENTS

Part 1 GENERAL

1.1 RELATED CONTRACT CLAUSE

1.2 SCHEDULE OF PRICES

1.3 LAYOUT FOR SCHEDULE OF PRICES

1.4 REQUIRED SCHEDULE UPDATES

1.5 CONTRACT MODIFICATIONS

1.6 REQUEST FOR PROGRESS PAYMENT

1.7 TIMING FOR SUBMITTALS

1.8 DOCUMENTATION FOR MATERIALS DELIVERED BUT NOT INSTALLED

1.9 PAYMENT FOR STORED MATERIALS

1.10 MATERIAL INVOICES

1.11 LEED ACTIVITIES/CERTIFICATION

1.12 CONTRACTOR MONTHLY ESTIMATE FOR PAYMENT VOUCHER

Part 2 PRODUCTS

Part 3 EXECUTION

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

3.6 RECORD, AS-BUILT CPM SCHEDULE

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 CONSTRUCTION HAZARD FENCE

1.5 CONSTRUCTION PROJECT SIGN

1.6 HEATING, COOLING, VENTILATING AND ENCLOSURE OF WORK

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

1.8 BARRIERS AND TRENCH PLATES

1.9 INTERRUPTION OF VEHICULAR TRAFFIC

1.10 WARNING SIGNS

1.11 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 LABOR INTERVIEWS

Part 2 PRODUCTS

Part 3 EXECUTION

SECTION 01781_OPERATIONS and MAINTENANCE DATA

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 BIDDABLE SCOPE OF WORK:

Part 3 EXECUTION

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.1-1.3

Part 1 GENERAL

1.1 GENERAL PROJECT REQUIREMENTS AND DESCRIPTION

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

1.3 SUSTAINABLE DESIGN AND LEED CERTIFICATION

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.4 CIVIL

1.4 CIVIL AND SITEWORK DESIGN

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.5 GEOTECH

1.5 GEOTECHNICAL DESIGN

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.6 LANDSCAPE

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

1.14 SECURITY AND CLOSED CIRCUIT TELEVISION (CCTV) SYSTEMS

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 TELECOMMUNICATION SYSTEMS

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.17 FF&E

1.17 FURNISHINGS, EQUIPMENT AND OUTFITTING

1.18 GENERAL ENVIRONMENTAL

SECTION 01801_TEMPORARY FACILITIES

NOT USED

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

Part 3 EXECUTION

3.1 DESIGN SUBMITTAL PROCESS

3.2 ENvironmental design

3.3 SITEWORK AND CIVIL WORK DESIGN

3.4 GEOTECHNICAL WORK Construction DESIGN

3.5 STRUCTURAL DESIGN

3.6 ARCHITECTURAL AND LANDSCAPE DESIGN

3.7 FIRE PROTECTION DESIGN

3.8 MECHANICAL DESIGN

3.9 ELECTRICAL DESIGN

3.10 TELECOMMUNICATION DESIGN

3.11 Whole building commissioning

3.12 BASIS OF DESIGN NARRATIVE SUBMITTAL REQUIREMENTS

SECTION 01803_RECORD DOCUMENTS AND DRAWINGS

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

INDIVIDUAL SPACE CRITERIA SHEETS (ISCS)

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SECTION 01110 DESIGN-BUILD GENERAL PARAGRAPHS

Part 1 GENERAL

1.1 SCOPE OF WORK

(a) Base Bid: Design-build USCG Family Housing Project in Perry, ME. The project will consist of constructing a minimum of 4 and a maximum of 8 single family housing units on approximately 75 acres of un-cleared Coast Guard owned land. The proposed development includes, but is not limited to, the design and construction of a minimum of two, (2) 3-bedroom single family housing units, two (2) 4-bedroom single family housing units with one that meets ADA accessibility requirements and a maintenance/storage shed. The proposed site development shall include a concept layout for 8 single family housing units to include associated access roads, driveways, sidewalks, individual wells, individual septic systems, storm water drainage system, electrical distribution system, telecommunications system and other supporting utilities. The layout of the four base units shall be configured at the maximum distance practicable away from the Shore Rroad. This site shall also be configured or landscaped so that the maintenance shed is screened from the shore road. Do the work according to this specification and as shown on the Government-accepted, Contractor-originated drawings.

(b) Bid Options 1: Two(2) 3-bedroom single family housing unit

(c) Bid Options 2: One (1) 3-bedroom single family housing unit

(d) Bid Options 3: One (1) 3-bedroom single family housing unit

(a minimum of 4 and a maximum of 8 single family housing units will be constructed.)

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 FDCC 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

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….”

1.4 WORK HOURS

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 necessary to perform utility cut-overs or interruptions, or unless otherwise authorized by the Contracting Officer.

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1.5 DEFINITIONS

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: Facilities Engineer

(d) KO: Contracting Officer

(e) PM: FDCC Project Manager

(f) COR: FDCC Contracting Officer's Representative

(g) GCI: Government Contracted Inspector (FDCC Onsite Representative)

(h) A/E: Architect-Engineering Firm

(i) QAM: Contractor's Quality Assurance Manager

(j) DOR: Contractor's Design Engineer of Record and central point of contact for all design issues and questions

(k) KR: Contractor

(l) DCR: Design Clarification Request to the Government clarifying contract/RFP requirements

(m) RFI: Request for Information sent internally between Construction Contractor and the Contractors DOR clarifying design

1.6 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 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

1.7 SECURITY

The project site is Federal property. Any personnel working at the site will have to be in possession of 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 be registered and carry proof of insurance at all times.

1.8 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”. 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.

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1.9 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. Plan to provide temporary power for the entire duration of construction without Government or owner intervention or approval. The term utility service includes, but is not limited to meters, mains, service lines, high voltage feeders, transformers, force mains, lift stations, etc. The contractor is responsible for coordinating the work with the utility provider to ensure the utility connection to the sites is completed and that there is no delay in the prosecution of the work or completion of the project. The sites are currently undeveloped and contain no utilities. All utility access is to be provided under this contract.

Utility services include electricity, water, sewer, gas, telephone, and Internet.

1.10 DRAWINGS FURNISHED

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

1.11 CONTRACTOR USE OF PREMISES

1.11.1 Become familiar with and obey federal, state, and local fire, traffic, and security regulations. Personnel shall not stray from the immediate area of work.

1.11.2 All personnel shall carry proper identification (ID) when on site. Proper ID is defined as either the individual's driver's license, or a company issued ID. The identification must be laminated, and show a facial picture of the individual.

Individuals without proper ID can be escorted off the premises.

1.12 WEATHER

1.12.1 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.

1.12.2 Should warnings of severe weather be issued, the Contractor shall take every practical precaution to minimize danger to persons, the work, and to adjacent property. Precautions shall include, but not limited to, closing all openings, removing all loose material, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.13 MANUFACTURER'S INSTRUCTIONS

1.13.1 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.

1.14 RECEIPT OF MATERIALS

1.14.1 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.

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1.15 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

1.15.1 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.

1.16 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.

(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

S E C T I O N _ 0 1 1 1 0 _ P a g e | 13 of 196 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.

1.17 CONTRACTING OFFICER'S AUTHORITY

1.17.1 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

NOT USED.

END OF SECTION

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SECTION 01111_SPECIAL PROJECT PROCEDURES

Part 1 GENERAL

1.1 PROJECT SEQUENCE

Part 2 PRODUCT

2.1 CONSTRUCTION PHASING & CONSTRAINTS

Specific parts of the work must be completed according to a fixed timetable and sequence.

Those requirements are described in detail in the following paragraphs and on the Plans.

2.1.1 Fence the immediate work area with a minimum 6’.0 high fence with a full covering of filter fabric.

2.1.2 All Contractor parking and lay down will be within his work area. Allow two parking spaces for the COR/CI.

2.2 CONSTRUCTION ACTIVITY CONSTRAINTS

2.2.1 Prior to any excavation provide an underground utility locate from a company licensed and commercially practicing these services.

2.3 NEW UTILITY SERVICES

2.3.1 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, etc. The contractor is responsible for coordinating the work with the utility provider to insure 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. The site currently contains no utilities with the exception of electricity. Utility services include electricity, water, sewer, gas, telephone, and cable TV.

2.4 UNDERGROUND UTILITIES

2.4.1 The contractor and their designer of record shall be responsible for locating and identifying underground utilities as identified and referenced in the RFP.

2.4.2 The underground utility locations shown on the drawings are not exact. Use a private utility locator service, at contractor expense, to locate underground utilities during design. 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. Contractor shall ensure that all utilities are located ahead of contract work in a given area to minimize utility strikes/damage during excavation. Once exposed, protect

S E C T I O N _ 0 1 1 1 1 _ P a g e | 15 of 196 underground utilities from damage. Work on any utilities shall be conducted in accordance with the following guidelines:

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

(b) Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, and fire alarm shall be considered utility cut-overs.

Part 3 EXECUTION

Not Used

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SECTION 01200_DESIGN-BUILD PROGRESS PAYMENTS

(APR 2019)

Part 1 GENERAL

1.1 RELATED CONTRACT CLAUSE

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

1.2 SCHEDULE OF PRICES

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 separately summarize the construction and design costs associated with assets identified in the Project Management Data Sheet. This is a onetime 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. The following Permits, Design, LEED, and Construction activities should be listed on the Schedule of Prices. See Section 01802 “Construction Design Documents” for additional submittal requirements.

1.2.1 PERMITS – List environmental permits to include application and submission. Permit activities include the following:

Design Phase:

(a) Draft Permits for Review

(b) Final Permits for Signature

1.2.2 DESIGN – List design activities to include the following.

Design Phase:

(a) Initial 35% Design Submittal

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

(c) 65% Design Submittal

(d) Final Design Submittal

(e) Corrected Final Construction Design Submittal

Construction Phase:

(f) Construction Submittal Reviews

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

(h) Final Inspection Reports (see section 01802)

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

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1.2.3 LEED – List Leadership in Energy and Environmental Design activities to include the following. 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.

Construction Phase:

(a) LEED Construction Submission

(b) LEED Certification

1.2.4 CONSTRUCTION – List construction activities that are specific and measureable. Use unit prices for items when practical. Provide quantities, units, labor, and materials.

When a lump sum price is used, a single payment will be made after the item is 100 percent complete. Allocate overhead expenses such as field superintendent, temporary facilities, and general conditions across all line items; DO NOT show as individual expenses in Schedule of Prices. 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.

1.3 LAYOUT FOR SCHEDULE OF PRICES

The fields for the schedule of prices are defined below:

(A) Activity Number (ID#): The activity number shall be obtained from the complete performance schedule. Activity Numbers shall not change after the Schedule of Prices is approved by the Government.

(B) Activity Description: The activity description shall be obtained from the complete performance schedule for the corresponding Activity Number.

1.4 REQUIRED SCHEDULE UPDATES

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

1.5 CONTRACT MODIFICATIONS

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

1.6 REQUEST FOR PROGRESS PAYMENT

Payment requests during design may be made upon submission of each design submittal.

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.

1.7 TIMING FOR SUBMITTALS

1.7.1 ORIGINAL SCHEDULE OF PRICES - Submit an original schedule of prices with the progress documentation required by Section 01320 “Progress Schedule” for the Government's approval.

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

1.8 DOCUMENTATION FOR MATERIALS DELIVERED BUT NOT INSTALLED

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.

Payment request for As-Built Design Drawings may be made upon submission of the as-built drawings. Payment request for LEED certification may be made upon submission of necessary documentation to the Green Building Council.

1.9 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.

1.10 MATERIAL INVOICES

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.

1.11 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.

1.12 CONTRACTOR MONTHLY ESTIMATE FOR PAYMENT VOUCHER

The Contractor's Monthly Estimate for Payment Voucher 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

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(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.

(f) Required Calculations: The last page of the contractor monthly voucher estimate shall include the following calculated values: (1) The Total Contract Value which is the sum of the activity cost field column values which shall also equal the current total contract price, including approved modifications; (2) Subtotals of the amount payable columns (to date, to date last month, this month); (3) Percent Complete Based On Installed Material which 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; and, (4) Percent Earned To Date which is the total amount payable to date divided by the total contract value.

(g) 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.

Part 2 PRODUCTS

NOT USED

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SECTION 01320_DESIGN-BUILD PROGRESS SCHEDULE

Part 1 GENERAL

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.

2. Submittals Schedule.

3. Schedule of Tests and Inspections.

4. Record, As-Built CPM Schedule.

(c) Reports required include the following:

1. Daily Construction Reports.

2. Material Location Reports.

3. Field Correction Reports.

4. Special Reports.

5. Monthly Progress Reports.

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

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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 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 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 or via email as well as a tabular printout. The latest version of, Primavera P6®, SureTrak® or an equally capable scheduling software shall be used. The scheduling software must be compatible with Microsoft Project 2010. 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.

1.4.3 Daily Progress Report: Submit duplicate copies to COR by noon on the day following the date of actual progress.

1.4.4 Monthly Progress Report: All components of the Monthly Progress Report described in this Section shall be submitted as attachments to Contractor's monthly Application for Payment.

1.4.5 Record As-Built CPM Contract Schedule:

A Record Contract Schedule accurately reflecting actual progress of Work shall be submitted, as part of this Contract's Record Documents. All activities shall have actual dates that are true and accurate.

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

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SD-01 Preconstruction Submittals

(a) Preliminary Performance Schedule

1. Network Schedule Chart

(b) Original Complete Performance Schedule

1. Network Schedule Chart

2. Reports

(c) Monthly Updates

1. Electronic Network Schedule Chart

2. Progress Payments (See section 01200)

3. Reports

(d) Schedule Revisions

1. Revised Network Schedule Chart

2. Narrative description of changes to activity

3. Logic/duration

4. Reports

1.4.7 Submittal Requirements

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 60 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.

1.5.2.2 Monthly Updates

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

1.5.2.3 Schedule Revisions

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

1.6 SOFTWARE

1.6.1 Software Description

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Utilize any scheduling software compatible with Microsoft Project 2010. The Contractor’s scheduler must be capable of updating, modifying, providing reports, and submitting data files in Microsoft Project 2010 and the software used to create the schedule, as well as in Adobe format.

1.6.2 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

2.1.1 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.

2.1.2 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.

2.1.2.1 Required Columns

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

(a) Activity Number (ID #)

(b) Activity Name

(c) Duration

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(d) Early and late start dates

(e) Late start and late finish dates

(f) Actual start and actual finish dates

(g) Total float

(h) Actual duration

(i) Percent complete

2.1.2.2 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.

2.1.2.3 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.

2.1.3 Quantity and Numbering of Activities

The minimum number of activities in the final performance schedule shall be 150.

New activity numbers shall be assigned to activities required to be added to a revised schedule for contract modifications or logic changes.

2.1.4 Required Activities

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

The durations indicated are minimum.

(a) Bond

Design Elements:

(b) Site Visit

(c) Permits requiring Government signature including stormwater discharge permit

(d) Government Review (21 days review)

(e) Completed Final Design Submission (including LEED documentation) (14 days)

Construction Activities:

(f) Submittal Submission requiring Government review

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

(h) Procurement time for critical items

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

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

(k) Activity durations not in excess of 14 calendar days, except non-construction activities such as procurement and fabrication. Activities shall be broken down in the level of detail prescribed by COR.

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(l) A narrative that explains the basis for Contractor's determination of construction logic, estimated durations, estimated quantities and production rates, hours per shift, workdays per week, and types, numbers, and capacities of major construction equipment to be used. A listing of non-working days and holidays incorporated into the schedule shall be provided.

(m) Commissioning Activities

(n) Galley (Kitchen equipment)

(o) LEED certification and documentation

(p) Submission of LEED documentation to Green Building Council

(q) Mechanical Testing & Balancing Report Submitted

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

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

(t) Draft O&M Manual Review

(u) Corrected O&M Manuals Preparation

(v) Corrected O&M Manual Review (Reviewed as part of final inspection)

(w) Final O&M Manual Submission (14 days)

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

(y) Final Inspection (1 day)

(z) Instruction to Government Personnel

(aa) Correct Punchlist (14 days)

(bb) Coast Guard Acceptance (On or before contract completion date)

2.1.4.1 Final Inspection

(a) 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.

(b) 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.

(c) The final inspection activity will only be held after the following events have occurred. Contractor shall ensure that all applicable activities are indicated as predecessors:

1. Facility ready for use for intended purpose.

2. All systems are operational.

3. All Test & Inspection Reports received.

4. LEED Documentation to Green Building Council

5. Mechanical Testing & Balancing Report has been approved.

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6. Commission Reports are done

7. All submittals approved.

8. Up to date as-built drawings at the site.

9. Corrected O&M Manuals submitted to the Government.

10. Receipt of a letter from the contractor at least 2 weeks in advance requesting the inspection occur.

i.When the Contractor is ready for final inspection, he will request final inspection in writing to the Contracting Officer and Contracting Officer’s Representative (COR). A copy of the Pre-Final Punch List shall be attached to this request with the corrective action taken noted. The final inspection will be requested at least 2 weeks before the desired date.

ii.The final inspection shall be performed with the Contractor by the COR, Contracting Officer, Safety Officer, and representatives of the using activity.

Any discrepancies noted will be corrected within the time specified in each task order for the completion of work.

2.2 REPORTS

2.2.1 Narrative Report

A narrative report shall be provided with all schedule revision submissions to identify and explain the changes from the previously approved schedule. The report shall identify each changed activity by ID number, description, and the specific change. The narrative report shall be sorted by ID number.

2.2.2 Logic Report

A logic report shall be provided with the original complete network schedule submission and all subsequent revisions. The report shall be generated with the schedule software, sorted by ID number and include the ID number, activity description, predecessor activity ID number(s), and successor activity ID number(s). Critical path activities in shall be highlighted.

2.2.3 Activity Report

An activity report shall be provided with the original complete performance schedule, updated schedule submissions, and revised schedules. A software generated report of the ID number, activity description, responsibility code, original duration, remaining duration, percent complete, early start date, early finish date, late start date, late finish date, total float or slack, quantity, and units of measure for each activity. Actual start and actual finish dates shall be printed for those activities in progress or completed. The report shall be sorted in ascending order by the total float or slack.

Part 3 EXECUTION

3.1 PROJECT SCHEDULER

Engage a project scheduler, either as Contractor's employee or as Contractor's consultant, to provide planning, evaluation, and reporting using CPM scheduling, and to prepare required schedules.

(a) Project Scheduler shall be an active participant at all meetings related to Project progress, alleged delays, and time impact.

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(b) Time-impact analyses and special reports shall be provided at no additional cost to the Government.

3.2 PRELIMINARY MEETING

The contractor shall participate in a preliminary meeting with the Government to discuss the proposed schedule and requirements of this section prior to submission of the schedule. The contractor shall notify the Government in writing at least 7 days prior to the preliminary meeting what scheduling software will be utilized for the project.

3.3 MONTHLY SCHEDULE UPDATES

Monthly…

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