_4490913_Final_Bookedmarked_Signed-April_2018.pdf

RFP GUIDE SPECIFICATIONS

FOR

FDCC

4490913_JONESPORT RECAPITALIZE

FAMILY HOUSING

JONESPORT, ME

Date: April 2018

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

FROM: Facilities Design & Construction Center (Norfolk)

BENEFITING UNIT: Station Jonesport Family Housing

City, State

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

Project Execution Supervisor 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 NEW UTILITY SERVICES

1.10 UNDERGROUND UTILITIES

1.11 PERMITS

1.12 RELOCATED EQUIPMENT AND ITEMS

1.13 CONTRACTOR USE OF PREMISES

1.14 WEATHER

1.15 STORM PROTECTION

1.16 MANUFACTURER'S INSTRUCTIONS

1.17 RECEIPT OF MATERIALS

1.18 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

1.19 MINOR DEMOLITION, CUTTING, AND PATCHING

1.20 CONTRACTING OFFICER'S AUTHORITY

Part 2 PRODUCTS

Part 3 EXECUTION

SECTION 01115 DEDICATION PLAQUE

NOT USED

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

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 AND DESIGN KICK-OFF CONFERENCE

1.2 PRECONSTRUCTION CONFERENCE

1.3 MONTHLY PROGRESS MEETINGS (CONSTRUCTION)

1.4 LABOR INTERVIEWS

Part 2 PRODUCTS

Part 3 EXECUTION

SECTION 01781 OPERATION AND MAINTENANCE DATA

Part 1 GENERAL

1.1 OVERVIEW

1.2 SUBMITTALS

Part 2 PRODUCTS

2.1 O&M MANUAL

2.2 POSTED OPERATING INSTRUCTIONS

2.3 NAMEPLATES

2.4 VALVE TAGS

2.5 INSTRUCTION/TRAINING FOR COAST GUARD PERSONNEL

2.6 FACILITIES PREVENTATIVE MAINTENANCE PROGRAM

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

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.18 ENVIRONMENTAL

PERMITS, CONTROLS AND PROTECTION

Part 1

1.18 GENERAL

Part 2 Product

Part 3 Execution

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

2.1 DESIGN SUBMITTAL PROCESS

2.2 SITEWORK AND CIVIL WORK DESIGN

2.3 GEOTECHNICAL WORK Construction DESIGN

2.4 STRUCTURAL DESIGN

2.5 ARCHITECTURAL AND LANDSCAPE DESIGN

2.6 FIRE PROTECTION DESIGN

2.7 MECHANICAL DESIGN

2.8 ELECTRICAL DESIGN

2.9 TELECOMMUNICATION DESIGN

2.10 Whole building commissioning

2.11 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

INDIVIDUAL SPACE CRITERIA SHEETS (ISCS)

RECAPITALIZE FAMILY HOUSING PROJECT NUMBER: 4490913

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SECTION 01110 DESIGN-BUILD GENERAL PARAGRAPHS

Part 1 GENERAL

1.1 SCOPE OF WORK

The overall scope of work for this project is as follows:

1.1.1 The U.S. Coast Guard Shore Infrastructure Logistics Center (SILC), Facilities Design and Construction Center (FDCC) intend to award a Firm-Fixed-Price (FFP) contract for the Design/Build Construction of Jonesport Housing Development, Harrington, Maine. The project objective is to design and construct a 16 unit family housing development plus one maintenance/storage building to include all associated site work. The minimum acceptable threshold includes, but is not limited to, the design and construction of 12 units; eight (8) 3-bedroom housing units and four (4) 4-bedroom housing units, as well as one maintenance/storage building, bus shelters, and all associated site work. Two of the 4-bedroom housing units shall comply with the Americans with Disabilities Act Accessibility Guidelines (ADAAG).

The housing units can be a mix of (1) and two (2) story single family or duplex units. Pre-manufactured panelized/modular homes assembled on a permanent fixed foundation or traditional “stick-built” home construction is acceptable.

Housing units shall comply with all local and state building codes. Manufactured housing is not acceptable. A high energy performance building envelope is a priority and the houses shall meet the requirements of the US EPA Energy Star® Home Program.

The sites are approximately 28 acres of cleared and 34 acres of un-cleared, Coast Guard owned land in Northeast Maine. Required site development includes associated access roads, driveways, sidewalks, individual wells, septic systems, storm water drainage system, electrical distribution system, telecommunications system and other supporting utilities. Landscaping shall be provided to the housing community. Site amenities such as a playground, picnic areas, and walking paths are included as options. All work must be completed in accordance with all local, state and federal environmental regulations.

The Base proposed development includes, but is not limited to, the design and construction of eight (8) 3-bedroom (approx. 2,300 GSF) housing units and four

(4) 4-bedroom (approx. 2,500 GSF) housing units, one maintenance/storage building (approx 2,000 GSF), bus shelters and associated site work.

The project scope includes Option Items, in order to meet the project objective of 16 housing units, to include all supervision, labor, tools, materials, transportation, equipment and other services necessary to construct additional duplexes and site amenities. Options are defined as follows;

1.1.2 Options Items:

(a) Two (2) additional 3-bedroom housing units and associated site work.

(b) Two (2) additional 3-bedroom housing units and associated site work.

(c) Playground and associated site work.

(d) Picnic gazebo and associated site work.

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(e) Walking paths and associated site improvements.

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 Monday through Friday, on days and during hours approved by the local jurisdiction. 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.

1.5 CONTRACTOR USE OF PREMISES

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

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

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 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

The project sites are Federal property. Any personnel working at the sites shall be in possession of valid picture identification from their state of residence. All picture identification must be REAL ID Act compliant. All personnel working on the project sites 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. No person at the project sites may have in their possession any firearm and/or ammunition or devices capable of being propelled; any knife with a blade of four inches or more in length; weapons whose only use is related to martial arts; or any lethal weapon.

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. 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 UNDERGROUND UTILITIES

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. The COR or the utility company representative will review the contractor's layout and notify the contractor if any known utilities have been left unmarked. 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 underground utilities from damage. Work on any utilities shall be conducted in accordance with the following guidelines:

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(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.

1.11 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 “Environmental Permits, Controls and Protection”. 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 RELOCATED EQUIPMENT AND ITEMS

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.

1.13 CONTRACTOR USE OF PREMISES

Become familiar with and obey federal, state, and local 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 COR. Contractor shall submit a list of all personnel who will be working on site for security reasons. The list shall include the following minimum items:

(a) Name of employee

(b) Current address

(c) Social security number

(d) Date of birth

(e) Citizenship

(f) Gender

The list shall be submitted to the COR, a minimum of two weeks prior to starting work. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site.

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

S E C T I O N 0 1 1 1 0 _ P a g e | 13 laminated, and show a facial picture of the individual. Individuals without proper ID will be escorted off the premises.

1.14 WEATHER

1.14.1 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 for the area in which the project is being performed.

1.14.2 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.

1.15 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 materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.16 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.

1.17 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.

1.18 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 flow or ponding of rainwater. Prevent mixing of materials.

1.19 MINOR DEMOLITION, CUTTING, AND PATCHING

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

(b) 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.

(c) 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.

(d) 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.

(e) 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.

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

(g) 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.

(h) 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.

1.20 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.

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Part 2 PRODUCTS

NOT USED.

Part 3 EXECUTION

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SECTION 01115 DEDICATION PLAQUE

NOT USED

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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

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) Final Inspection Reports (see section 01802)

(j) LEED certification

(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

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.

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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 3 EXECUTION

3.1 SCHEDULE OF PRICES

3.1.3 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 each of the assets listed on the Property Management Data Sheet (PMDS) in Appendix R. This requirement shall be shown either on the Schedule of Prices form or a separate sheet attached to the Schedule of Prices form. Each asset listed in Appendix R shall be listed as a separate heading on the form and the line item costs associated with that asset shall be listed under the heading.

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.

3.1.4 Design Phase Schedule of Prices during Design

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(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(s) (ready for signatures)

3. 35% civil design (if applicable; see Section 1802)

4. 65% construction design submittal

5. Final (95%) construction design submittal

6. Corrected final (100%) construction design submittal

7. LEED documentation (as required in Section 1802)

8. Any design option(s)

(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. LEED documentation – design phase (construction phase documents to be listed separately in the construction section of the schedule of prices)

* 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.

3.1.3 Construction Phase Schedule of Prices

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). 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 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:

(a) 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.

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

3.1.4 Contract Modifications

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

3.2 CONTRACTOR MONTHLY VOUCHER ESTIMATE

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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.

(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.

3.2.2 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.

3.2.3 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.

3.2.4 LEED Activities/Certification

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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. Government retains the right to withhold $50,000 until LEED certification is received. Submit the certification documents with the pay request for this item.

END OF SECTION

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SECTION 01320 DESIGN-BUILD PROGRESS SCHEDULE

Part 1 GENERAL

1.1 DESCRIPTION

Construction completion of housing units shall be coordinated with USCG personnel transfer season, which typically occurs yearly between the months of April through August.

Acceptance of the units by the Government shall only occur during this time frame. All site infrastructure must be complete in order for acceptance to take place. The Contractor shall 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.

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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 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 media as well as tabular printouts, and 24-by-36-inch time-scaled logic diagrams. The latest version of, Microsoft Project 2010 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.

1.4.3 Daily Progress Report:

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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":

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

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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 Utilize 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, Design-Build 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.

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

S E C T I O N 0 1 3 2 0 _ P a g e | 26 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

(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

2.1.4.1 The following specific activities shall be shown on the diagram and in the numerical analysis. The durations indicated are minimum.

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(a) Bond

(b) Design Elements

(c) Site Visit

(d) 35% Design Submission (including Leadership in Energy and

Environmental Design (LEED) documentation)

(e) 65% Design Submission (including LEED documentation)

(f) Government Review (21 days review)

(g) Final Design Submission (including LEED documentation)

(h) Permits requiring Government signature including stormwater discharge permit

(i) Government Review (21 days review)

(j) Completed Final Design Submission (including LEED documentation)

(14 days)

(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) Government furnished materials and equipment using delivery dates indicated in "FAR 52.245-2, Government Furnished Property (Fixed- Price Contract)."

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

(r) 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.

(s) 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.

(t) Commissioning activities

(u) Galley (Kitchen equipment)

(v) LEED certification and documentation

(w) Submission of LEED documentation to Green Building Council

(x) Mechanical Testing & Balancing Report submitted

(y) Mechanical Testing & Balancing approval (21 day duration)

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

(aa) Draft O&M Manual Review

(bb) Corrected O&M Manuals Preparation

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

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

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

(ff) Final Inspection (3 days)

(gg) Instruction to Government Personnel

(hh) Correct Punchlist (14 days)

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

2.1.4.2 Final Inspection

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(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 &…