10876834_StaTybee_RFP_MstrDoc.pdf

RFP GUIDE SPECIFICATIONS

FOR

FDCC

REBUILD FACILITIES STA. TYBEE ISLAND

USCG STATION TYBEE

COCKSPUR ISLAND, GA

Date: JUNE 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

REBUILD STATION TYBEE Project Number: 10876834

Cockspur Island, GA

FROM: Facilities Design & Construction Center (Norfolk)

BENEFITING UNIT: USCG STATION TYBEE

TYBEE ISLAND, GA

POINTS OF CONTACT:

ORGANIZATION FUNCTION EMAIL PHONE

FDCC Santora McKinney (Design PM) 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

GENERAL

1.1 SCOPE OF WORK

1.2 ITEMS FURNISHED TO CONTRACTOR BY FDCC

1.3 REFERENCES IN ORDER OF PRECEDENCE

1.4 CONTRACTOR RESPONSIBILITY

1.5 CONTRACTING OFFICER'S AUTHORITY

1.6 PERMITS

1.7 MANUFACTURER'S INSTRUCTIONS

1.8 DEFINITIONS

1.9 WORK HOURS

1.10 CONTRACTOR USE OF PREMISES

1.11 OTHER STATION WORK

1.12 GOVERNMENT-FURNISHED ITEMS

1.13 RELOCATED EQUIPMENT AND ITEMS

1.14 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

1.15 UTILITY OUTAGES AND NOTIFICATIONS

1.16 NEW UTILITY SERVICES

1.17 UNDERGROUND UTILITIES

1.18 UTILITY INTERRUPTIONS

1.19 OPERATION OF STATION UTILITIES

1.20 MINOR DEMOLITION, CUTTING, AND PATCHING:

1.21 STORM WEATHER PROTECTION

PRODUCTS

EXECUTION

SECTION 01111 DESIGN-BUILD SPECIAL PROJECT PROCEDURES

GENERAL

1.1 PROJECT SEQUENCE & PHASING CONSTRAINTS

PRODUCTS

EXECUTION

SECTION 01115

GENERAL

PRODUCTS

EXECUTION

SECTION 01200 DESIGN-BUILD PROGRESS PAYMENTS

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

PRODUCTS

EXECUTION

SECTION 01320 DESIGN-BUILD PROGRESS SCHEDULE (COMPLEX PROJECTS)

GENERAL

1.1 DESCRIPTION

1.2 SUMMARY

1.3 DEFINITIONS

1.4 SUBMITTALS

1.5 TIMING

1.6 SOFTWARE

1.7 CONTRACT MODIFICATIONS

PRODUCTS

2.1 NETWORK SCHEDULE CHART

2.2 REPORTS

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

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

PRODUCTS

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

GENERAL

1.1 QUALITY PROGRAM

1.2 APPLICABLE PUBLICATIONS

1.3 PERSONAL QUALIFICATIONS

1.4 SUBMITTALS

PRODUCTS

2.1 QUALITY ASSURANCE AND QUALITY CONTROL DOCUMENTATION

2.2 TEST REPORTS

EXECUTION

3.1 TESTING, INSPECTION AND LABORATORY ACTIVITIES

3.2 Daily Inspection Reports

SECTION 01500 TEMPORARY FACILITIES

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

PRODUCTS

EXECUTION

SECTION 01505 PROJECT MEETINGS

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

PRODUCTS

EXECUTION

SECTION 01781 OPERATIONS and MAINTENANCE DATA

GENERAL

1.1 OVERVIEW

1.2 SUBMITTALS

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:

EXECUTION

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPHS 1.1-1.3

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-NC 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 LANDSCAPING

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

PARAGRAPH 1.16 TELECOMM

1.16 TELECOMMUNICATION

SECTION 01800

DESIGN BULD CRITERIA

FURNISHINGS, EQUIPMENT AND OUTFITTING

PARAGRAPH 1.17

1.17 FURNISHINGS, EQUIPMENT AND OUTFITTING

1.18 GENERAL

SECTION 01800_DESIGN-BUILD CRITERIA PARAGRAPH 1.19 DREDGING

SECTION 01801_TEMPORARY FACILITIES

GENERAL

1.1 TEMPORARY STRUCTURES

PRODUCT

2.1 REFERENCES, CODES AND STANDARDS

2.2 ROLE OF REQUEST FOR PROPOSAL (RFP) SPECIFICATIONS AND DRAWINGS

2.3 Contractor-produced Construction Design Documents

2.4 DESIGN RELATED PERMITS & CERTIFICATIONS

2.5 CIVIL AND SITEWORK DESIGN

2.6 ARCHITECTURAL DESIGN

2.7 FIRE PROTECTION AND DETECTION

2.8 PLUMBING

2.9 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

2.10 ELECTRICAL

2.11 TELECOMMUNICATIONS

EXECUTION

SECTION 01802_CONSTRUCTION DESIGN DOCUMENTS

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

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

EXECUTION

SECTION 01803_RECORD DOCUMENTS AND DRAWINGS

GENERAL

1.1 GENERAL REQUIREMENTS

1.2 SUBMITTALS

1.3 EXAMINATION BY THE CONTRACTING OFFICER

PRODUCTS

EXECUTION

3.1 PROJECT RECORD DRAWINGS

3.2 FIELD ADJUSTMENTS AND CONTRACT MODIFICATIONS

3.3 FIRE PROTECTION RECORD DRAWINGS

SECTION 01900_LIST OF DRAWINGS

GENERAL

1.1 SUMMARY

1.2 RFP DRAWINGS

1.3 SUPPLEMENTAL DRAWINGS, EXHIBITS AND ATTACHMENTS

1.4 FACILITY ROOM / SPACE REQUIREMENTS

PRODUCT

EXECUTION

APPENDICES

S E C T I O N 0 1 1 1 0 _ P A G E |_10 of 304

SECTION 01110

DESIGN-BUILD GENERAL PARAGRAPHS

GENERAL

1.1 SCOPE OF WORK

BASE BID: Rebuild the STA/ANT Tybee facilities and waterfront shoreline at Tybee Island, GA. Do the work according to this specification and as shown on the Government-accepted, Contractor-originated drawings. Work consists of, but is not limited to:

(A) Demolition of existing facilities

(B) Site and ground work

(C) Construction of new facilities including Multi-Purpose Building, covered boat storage for two RB-S boats, and all associated utilities

(D) Waterfront rehabilitation of 150 linear feet of the shoreline riprap/backfill. Base Bid shall include 75 linear feet upstream and 75 linear feet downstream of the Coast Guard pier.

The project has three option items, as follows:

BID OPTION 1: Design and build a concrete boat ramp at Tybee Island, GA in the approximate location shown on the plans. Do the work according to this specification and as shown on the Government-accepted, Contractor-originated drawings.

BID OPTION 2: Design and build the repair of the riprap shoreline revetment for 50 linear feet upstream of the Base Bid repairs in accordance with the RFP Drawings and RFP Specification Section 01800, Paragraph 1.4.3.1. Do the work according to this specification and as shown on the Government-accepted, Contractor-originated drawings.

BID OPTION 3: Design and build the repair of the riprap shoreline revetment for 50 linear feet upstream of Bid Option 2 in accordance with the RFP Drawings and RFP Specification Section 01800, Paragraph 1.4.3.1. Do the work according to this specification and as shown on the Government-accepted, Contractor-originated drawings.

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 REFERENCES IN ORDER OF PRECEDENCE

S E C T I O N 0 1 1 1 0 _ P A G E |_11 of 304

Where specifications or standards 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

1.4 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….”

1.5 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.

1.6 PERMITS

Contractor’s responsibility for permits is discussed in Section I contract clause 52.236-7 “Permits and Responsibilities” and in Section 01800 “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.

1.7 MANUFACTURER'S INSTRUCTIONS

Particular items and products specified in these 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.

1.8 DEFINITIONS

The following terms are defined as follows:

A/E Architect-Engineering Firm

COR FDCC Contracting Officer's Representative

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DCR Design Clarification Request; sent to the Government clarifying contract/RFP requirements

DOR Contractor's Design Engineer of Record; central point of contact for all design issues and questions

EIC FDCC Engineer-in-Charge

FDCC Facilities Design & Construction Center

FE Facility Engineer

GCI Government Contracted Inspector

ID Driver’s License or Company Issued Identification

KO Contracting Officer

KR Contractor

LEED Leadership in Energy & Environmental Design

O&M Operations and Maintenance

PM FDCC Project Manager

QAM Contractor's Quality Assurance Manager

RFI Request for Information; sent internally between KR and the DOR clarifying design

RFP Request for Proposal

1.9 WORK HOURS

Work is authorized at the site from 0730 to 1630, Monday through Friday subject to local jurisdiction approval. No work is allowed on weekends or Federal holidays unless authorized by the KO.

1.10 CONTRACTOR USE OF PREMISES

Contractor will be working on an operational Coast Guard installation which is also part of a National Park Service (NPS) site. Perform and conduct the work to minimize interference with Coast Guard and NPS operations, including visitors to the island.

1.10.1 PARKING – Contractor vehicle parking shall be located within the indicated contractor staging area and site. Allow two parking spaces for the COR/GCI.

1.10.2 DRIVING RESTRICTIONS – Become familiar with and obey all Station Tybee fire, traffic, and security regulations. Contractor shall not block main roadways at any time. Traffic shall come to a stop at 0800 and at sunset when colors is sounded and the flag is raised and lowered. Drivers shall follow all posted speed limits and regulations.

1.10.3 SECURITY – Station Tybee is a Federal facility, located on Cockspur Island which is part of Fort Pulaski National Monument (NPS). All personnel visiting the site shall adhere to NPS and US Coast Guard security policies. All personnel will have to present valid picture identification from their state of residence. All personnel working on the project site must be legal to work in the United States of America. All vehicles entering the site must present and carry proof of insurance at all times. Provide a written list of expected workers with their names, proper identification (ID) numbers, and expected on-site duration to the Engineering Petty Officer (EPO) & COR a minimum of 7 days prior to the

S E C T I O N 0 1 1 1 0 _ P A G E |_13 of 304 personnel arriving. Proper ID is defined as either the individual’s driver’s license or a company issued identification. All personnel shall carry proper ID when on site. The ID must be laminated and show a facial picture of the individual.

Individuals without proper ID will be escorted off the Coast Guard premises.

Contractor personnel shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the EPO & COR. During periods of higher level threat conditions, additional security measures and site access controls may be imposed.

1.10.4 WORK RESTRICTIONS – All lay down or staging areas for materials and equipment must be locked within the indicated contractor staging area and site.

If fencing is used to indicate contractor staging area, it should be a minimum of 6’ high with a full covering of filter fabric. Any temporary fencing installed outside the Coast Guard Station property must be of “no-dig” type construction and supported at grade. A trailer in accordance with Section 01500 “Temporary Facilities and Equipment” should be provided in the contractor staging area for the GCI. Place the trailer where located on the plan sheet.

1.10.5 MATERIAL DELIVERIES – 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.

1.11 OTHER STATION WORK

The Coast Guard and other contractors will be performing work at and adjacent to the project site during the time of this Contract. Cooperate and coordinate deliveries, access, and work with the Coast Guard, NPS, and other contractors in accordance with Contract Clause FAR 52.236-8. Major deliveries of supplies or equipment should be scheduled prior to the National Park opening at 9am to prevent delays and safety issues at park entrance station.

1.12 GOVERNMENT-FURNISHED ITEMS

This section left intentionally blank.

1.13 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 to determine their existing condition. The contractor is responsible for damage sustained by the items after this inspection

1.14 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.

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(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 from mixing with foreign matter and prevent flow or ponding of rainwater. Prevent mixing of materials.

1.15 UTILITY OUTAGES AND NOTIFICATIONS

Before interrupting or shutting down any utility at the Coast Guard Station, make a request for the interruption to the COR and Facilities Engineer at least 7 days before the anticipated interruption. NPS must be notified at this time, via the COR, if there will be any interruption of utilizes service to NPS property. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by the COR.

1.16 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. This also includes shutdowns on NPS property outside of the Coast Guard Station perimeter. Such shutdowns must be coordinated with the NPS via the Contracting Officer’s Representative. 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. Prior to any excavation provide an underground utility locate from a company licensed and commercially practicing these services. Utility services include electricity, water, sewer, and telephone. All utilities within the base are owned by the Government. The local providers are as follows:

Utility Provider Service Telephone Number

Georgia Power Electricity 1-888-655-5888

Donald Stevens (912-433-0939)

AT&T Telephone 877-941-7015

DirecTV Cable/Satellite TV 800-507-4052

1.16.1 WATER – Water access is via the National Park Service well on site. There will be no charge to connect to the Government water lines.

1.16.2 SEWER – Sewer needs are managed on site, there is no outside service.

There will be no charge to connect to the Government sewer lines.

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1.16.3 GAS – Natural gas is not applicable.

1.16.4 TELEPHONE - Temporary telephone service to the Contractor’s trailer is available via the local telephone company at the Contractor’s expense. There will be no charge to connect to the Government telephone lines for permanent telephone service to the cutter shore-ties and the new building.

1.16.5 ELECTRICAL – There will be no charge to connect to the Coast Guard electrical lines. No connection should be made to NPS meters.

1.17 UNDERGROUND UTILITIES

The underground utility locations shown on the drawings are not exact. “Miss Utility” locator services are not available at Station Tybee. 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 utility company representatives 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. Once exposed, protect underground utilities from damage.

1.18 UTILITY INTERRUPTIONS

Conduct utility cut-over and Interruptions in accordance with the following:

(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.

1.19 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 COR giving reasonable advance notice when such operation is required.

1.20 MINOR DEMOLITION, CUTTING, AND PATCHING:

Minor demolition, cutting, and patching should be conducted in accordance with the following:

(a) Provide COR 48 hour notice before commencing demolition.

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

S E C T I O N 0 1 1 1 0 _ P A G E |_16 of 304

(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 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.

1.21 STORM WEATHER PROTECTION

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.

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

S E C T I O N 0 1 1 1 0 _ P A G E |_17 of 304 all loose material, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

PRODUCTS

NOT USED.

EXECUTION

NOT USED.

END OF SECTION

S E C T I O N 0 1 1 1 1 _ P A G E 18 of 304

SECTION 01111

DESIGN-BUILD SPECIAL PROJECT PROCEDURES

GENERAL

1.1 PROJECT SEQUENCE & PHASING CONSTRAINTS

The Contractor shall coordinate and schedule the construction sequencing and phasing according to the following general order:

a) Station Tybee operations will be conducted out of the existing Engineering and Mechanic Buildings and two existing trailers throughout the construction of the new Multi-Purpose Building. Station Tybee personnel will be responsible for removing all property out of the existing Multi-Purpose Building prior to demolition.

b) The southern-most existing trailer will remain in place during construction. Prior to any demolition, the northern-most trailer will be moved to the existing parking area along with two smaller trailers for contractor and Government Inspector, as shown on plans.

c) Prior to demolition of the Multi-Purpose Building, ensure that all shore tie utilities are supplied to the pier in a manner that will not be interrupted by construction (currently, power is supplied through the Multi-Purpose Building).

d) After completion of the new Multi-Purpose Building, Station Tybee will have two weeks to move all government property from the Engineering and Mechanic Buildings, as well as all trailers into the new Multi-Purpose Building. Temporary facilities and supporting utilities shall not be removed from the site until the new facility has been accepted and is occupied by Coast Guard personnel. After that time, the demolition of the Engineering and Mechanic Buildings may begin and the trailers used by Station Tybee personnel may be disposed.

e) Contractor and Government Inspector trailers will be moved to a location agreed upon by the EPO and COR.

f) Waterfront work shall be phased so that any contract work will still allow for access to the Coast Guard vessels at all times unless otherwise directed or arranged with EPO and COR. Note that electrical shore tie connections and fueling capabilities must be provided at all times.

g) All blacktop surfacing work, including installation of the basketball court, should take place at the end of the construction project.

PRODUCTS

NOT USED

EXECUTION

NOT USED

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SECTION 01115

Dedication Plaque

GENERAL

1.1.1 SCOPE OF WORK

Building dedication plaque: Furnish and install a 12 inch x 18 inch bronze plaque. Plaque shall be at least 1/8 inch thick with 1/8 inch raised lettering and raised edges burnished to stand out. Plaque will have Coast Guard logo and dedication language similar to the sample plaque image shown below. The amount and sizing of lettering required will be similar, but not identical to the sample below. Mount plaque where directed by the COR. Mounting shall be at all 4 corners using stainless materials and a brass head to match plaque. Coordinate with COR to identify changes in lettering and names.

Plaque Sample:

PRODUCTS

EXECUTION

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SECTION 01200

DESIGN-BUILD PROGRESS PAYMENTS

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) 65% Design Submittal

(c) Final Design Submittal

(d) Corrected Final Construction Design Submittal

Construction Phase:

(e) Construction Submittal Reviews

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

(g) Final Inspection Reports (see section 01802)

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

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.

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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.

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

S E C T I O N 0 1 2 0 0 _ P A G E 22 of 304 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 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

S E C T I O N 0 1 2 0 0 _ P A G E 23 of 304 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.

PRODUCTS

EXECUTION

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SECTION 01320

DESIGN-BUILD PROGRESS SCHEDULE (COMPLEX PROJECTS)

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.

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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, 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

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Contract's Record Documents. All activities shall have actual dates that are true and accurate.

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

1.4.6 SD-01 Preconstruction Submittals

(a) Preliminary Performance Schedule

Network Schedule Chart

(b) Original Complete Performance Schedule

Network Schedule Chart

Reports

(c) Monthly Updates

Electronic Network Schedule Chart

Progress Payments (See section 01200)

Reports

(d) Schedule Revisions

Revised Network Schedule Chart

Narrative description of changes to activity

Logic/duration

Reports

1.4.7 Submittal Requirements

For the above submissions submit the following: 3 color copies of all documents plus an electronic copy. Monthly updates of schedule charts may be submitted electronically without 3 color copies. Submit both the original software file as well as a .PDF file.

1.5 TIMING

1.5.1 Preliminary Performance Schedule

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

1.5.2 Original Complete Performance Schedule

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

1.5.2.1 Resubmittals

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

1.5.3 Monthly Updates

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

1.5.4 Schedule Revisions

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

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1.6 SOFTWARE

1.6.1 Software Description

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.

PRODUCTS

2.1 NETWORK SCHEDULE CHART

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

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

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

2.1.1 Format

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

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

2.1.1.1 Required Columns

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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

2.1.1.2 Activity Bars

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

2.1.1.3 Required Sorts

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

2.1.2 Quantity and Numbering of Activities

The minimum number of activities in the final performance schedule shall be 300. New activity numbers shall be assigned to activities required to be added to a revised schedule for contract modifications or logic changes.

2.1.3 Required Activities

The following specific activities shall be shown on…