WLB MOORING AND STRUCTURAL PIER UPGRADES14 NOV 23.pdf

UNITED STATES COAST GUARD

REQUEST FOR PROPOSAL

RFP GUIDE SPECIFICATIONS

FOR

WLB MOORING AND STRUCTURAL

PIER UPGRADES

SFRL NO: 14-1909923

AT

USCG BASE HONOLULU, HAWAII

Date: 14 NOV 2023

DEPARTMENT OF HOMELAND SECURITY

FACILITIES DESIGN & CONSTRUCTION CENTER

FDCC Norfolk

5505 ROBIN HOOD ROAD SUITE K

NORFOLK, VIRGINIA 23513-2413

Page Intentionally Left Blank

FROM: Facilities Design & Construction Center (Norfolk)

BENEFITING UNIT: USCG BASE HONOLULU

Honolulu, Hawaii

POINTS OF CONTACT:

ORGANIZATION FUNCTION EMAIL PHONE

FDCC DESIGN PM,

Eric S. Cheesic Eric.S.Cheesic@uscg.mil (206) 815-4916

SIGNATURES:

Design PM Date

Design Supervisor Date

Project Execution Supervisor Date

Project Execution Branch Chief Date

14 NOV 2023

BASE HONOLULU WLB MOORING AND STRUCTURAL PIER UPGRADES

PROJECT 14-1909923

TABLE OF CONTENTS

SECTION TITLE

T.O.C. TABLE OF CONTENTS

01110 DESIGN-BUILD GENERAL PARAGRAPHS

01111 SPECIAL PROJECT PROCEDURES

01200 DESIGN-BUILD PROGRESS PAYMENTS

01320 DESIGN-BUILD PROGRESS SCHEDULE

01330 DESIGN-BUILD SUBMITTAL PROCEDURES

01450 QUALITY CONTROL

01500 TEMPORARY COR FACILITIES AND EQUIPMENT

01505 PROJECT MEETINGS

01781 OPERATION AND MAINTENANCE DATA DOCUMENTATION

01800 DESIGN-BUILD CRITERIA

1.1-1.3 GENERAL PROJECT REQUIREMENTS AND DESCRIPTION

1.4 CIVIL AND SITE WORK

1.5 GEOTECHNICAL

1.6 LANDSCAPE DESIGN (NOT USED)

1.7 ARCHITECTURAL (NOT USED)

1.8 STRUCTURAL

1.9 DEMOLITION

1.10 FIRE PROTECTION (NOT USED)

1.11 PLUMBING (NOT USED)

1.12 HEATING VENTILATING AND AIR CONDITIONING (NOT USED)

1.13 ELECTRICAL

1.14 CCTV (NOT USED)

1.15 CATV

1.16

1.17

TELECOMMUNICATIONS

FURNISHINGS, EQUIPMENT AND OUTFITTING (NOT USED)

1.18 ENVIRONMENTAL DESIGN, PERMITS, CONTROLS, AND PROTECTION

01802 CONSTRUCTION DESIGN DOCUMENTS

01803 RECORD DOCUMENTS AND DRAWINGS

01900 LIST OF RFP DRAWINGS, EXHIBITS, AND ATTACHMENTS

APPENDIX A COMPUTER GENERATED DRAWINGS

APPENDIX B CRITERIA FOR ELECTRONIC DELIVERABLES

APPENDIX C ADEPT FILE NAMING

APPENDIX D DESIGN NARRATIVE

APPENDIX E INDUSTRY STANDARDS FOR CONSTRUCTION DOCUMENTS

APPENDIX F

APPENDIX G

APPENDIX G

APPENDIX G

APPENDIX H

INDIVIDUAL SPACE CRITERIA SHEETS

O&M Part 1 – EXISTING SAM USCG MAINTAINED EQUIPMENT O&M Part 2 – EQUIPMENT ENROLLMENT FORM O&M Part 3 – JOB PLAN DETAILS

CONSTRUCTION FORMS

ATTACHMENT A

ATTACHMENT B

WATERFRONT

VESSEL DATA

ATTACHMENT C

ATTACHMENT D

ATTACHMENT E

ATTACHMENT F

ATTACHMENT G

ATTACHMENT H

ATTACHMENT I

ATTACHMENT J

ATTACHMENT K

MODHOPPER MAP & DATA INFO

CONSTRUCTION RECORDS

PHOTOS

FLOW TEST

PROJECT MANAGEMENT DATA SHEETS (PMDS)

FIRM (FLOOD INSURANCE RATE MAP)

ENVIRONMENTAL

GEOTECHNICAL

REFERENCED DESIGN STANDARDS AND CSTOs

BASE HONOLULU WLB MOORING AND STRUCTURAL PIER

UPGRADES

SECTION 01110 Page 1 of 8

SECTION 01110

DESIGN-BUILD GENERAL PARAGRAPHS

Part 1 GENERAL

1.1 SCOPE OF WORK

BASE BID: Design-build the Construct Berth G Pier extension at Coast Guard Base Honolulu, Hawaii. 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) Demolish and dispose of the floating pier at Berth F.

(B) Constructing a fixed pier extending from Berth G for the purposes of berthing a 225-ft Seagoing Buoy Tender (WLB), as specified in this document.

(C) Providing all necessary hardware and utilities for a shore tie mound as required in RFP drawings.

BID OPTION 1: Design-build the Construct floating pier to serve as Berth F (new FRC Berth) at Coast Guard Base Honolulu, Hawaii. 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) Construction of floating pier to berth a 154-ft Fast Response Cutter (FRC), as specified in this document.

(B) Provide all necessary hardware and utilities for a shore tie mound as required in the RFP drawings.

BID OPTION 2: Design-build the Construct Pier extension at Base Honolulu, Hawaii. 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) Construct a pier extension between existing bulkhead and new wharf to fill in the gap between the existing bulkhead and new pier.

1.2 ITEMS FURNISHED TO CONTRACTOR BY FDCC

(A) One electronic set of 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

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

SECTION 01110 Page 2 of 8

(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

DCR Daily Construction Report

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

EPO A station’s Engineering Petty Officer

SECTION 01110 Page 3 of 8

FDCC Facilities Design & Construction Center

FE A base’s 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

RFP Request for Proposal

1.9 WORK HOURS

Work is authorized at the site from 7:30 a.m. to 5:00 p.m. Monday through Friday subject to local jurisdiction approval. No work is allowed on weekends or Federal holidays.

1.10 CONTRACTOR USE OF PREMISES

Contractor will be working on an operational Coast Guard installation. Perform and conduct the work to minimize interference with Coast Guard operations.

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

1.10.2 DRIVING RESTRICTIONS – Become familiar with and obey all base fire, traffic, and security regulations. 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

1.10.3.1 USCG Base Honolulu has implemented a RAPIDGate Program for their security protocol. The contractor shall register with RAPIDGate and obtain and pay for security passes. Base Honolulu personnel will NOT be responsible for escorting Contractors who do not have their RapidGate pass.

1.10.3.2 USCG Base Honolulu is a Federal facility. All personnel visiting the site will have to present valid picture identification from their state of residence. All personnel working on the project site must be legal to work in the United States of America. All vehicles entering the site must present and carry proof of insurance at all times. Provide a written list of expected workers with their names, proper identification (ID) numbers, and expected on-site duration to the FE/COR a minimum of 7 days prior to the 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

SECTION 01110 Page 4 of 8 unless authorized in advance by the FE/COR. During periods of higher level threat conditions, additional security measures and site access controls may be imposed.

1.10.4 WORK RESTRICTIONS – All Contractor lay down and staging of materials and equipment shall be located within the Contractor Laydown Area, as indicated on the RFP Drawings. The Contractor shall provide and install a temporary fence around this staging area. The fence shall be a minimum 6’ high with a full covering of filter fabric. A trailer, in accordance with Section 01500 “Temporary Facilities and Equipment”, shall be provided within the contractor fenced staging area for the GCI.

The Government requires two-way vehicular access around Building 1. The Contractor’s fence and gate access shall not interrupt the Government’s travel way around Building 1.

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. Cooperate and coordinate deliveries, access, and work with the Coast Guard and other contractors in accordance with Contract Clause FAR 52.236-8.

1.12 WORK SEQUENCE

There are no project phasing requirements.

1.13 GOVERNMENT FURNISHED ITEMS

See Section 01800”Government Furnished Items” for information.

1.14 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. See Section 01800 1.9 “Demolition” for further information.

The contractor is responsible for damage sustained by the items after this inspection.

1.15 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.

SECTION 01110 Page 5 of 8

(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.

1.16 UTILITY OUTAGES AND NOTIFICATIONS

Before interrupting or shutting down any utility, make a written request for the interruption to the COR at least 10 work days (14 calendar days) before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption.

Do not interrupt utilities until authorized by the COR.

1.16.1 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.

1.16.2 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.

1.17 NEW UTILITY SERVICES

Make all arrangements with the local utility providers and pay all fees, charges, and costs of any nature associated with establishing and installing new temporary (during construction) and subsequent permanent utility services required to ensure permanent and uninterrupted utility service at project completion. The contract documents may provide a conceptual plan for utility layouts. These plans shall be confirmed by the contractor during the bidding stage with the local utility provider to determine the exact materials, equipment placement, and other features that may be required by the specific utility provider. The term utility service includes, but is not limited to meters, mains, service lines, high voltage feeders, transformers, force mains, lift stations, 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 electrical provider is as follows:

SECTION 01110 Page 6 of 8

Utility Provider Service Telephone Number

Cable/Telecom Spectrum Cable 1-877-617-0277

Electric Utility CG Base Honolulu

1.17.1 WATER

There will be no charge to connect to the Government water lines. Usage is limited to the amount required to construct this project and manage the temporary facilities supporting this project. Existing water on-site is shall not be considered potable.

Provide drinking water for your own personnel as needed

1.17.2 SEWER

There will be no charge to connect to the Government sewer lines. Usage is limited to the amount required to construct this project and manage the temporary facilities supporting this project

1.17.3 GAS

Natural gas is not available at this site nor is it applicable to the project.

1.17.4 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.

1.17.5 ELECTRICAL

There will be no charge to connect to the Government electrical lines. Usage is limited to the amount required to construct this project and manage the temporary facilities supporting this project.

1.17.6 CABLE/INTERNET

Coordinate and pay all associated costs directly with the local cable company for temporary cable service to the contractor’s and COR trailer. Pay all fees and telephone usage charges directly to the cable company.

1.18 UNDERGROUND UTILITIES

The underground utility locations shown on the drawings are not exact. “Miss Utility” locator services are not available at USCG Base Honolulu. Use a private utility locator service, at contractor expense, to locate underground utilities. Notify the COR, the Base Facilities Engineer, and the cognizant utility companies at least 48 hours before excavating. Mark the excavation route and intersecting utilities. 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. Once exposed, protect underground utilities from damage. See also Section 01800 1.4 “Civil and Site Work Design” for additional information.

1.19 MINOR DEMOLITION, CUTTING, AND PATCHING:

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

SECTION 01110 Page 7 of 8

(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.

(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) 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.

(I) 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 STORM WEATHER PROTECTION

Should warnings of severe weather or winds of gale force or stronger 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.

Part 2 PRODUCTS

NOT USED

SECTION 01110 Page 8 of 8

Part 3 EXECUTION

END OF SECTION

SECTION 01111 Page 1 of 5

SECTION 01111

DESIGN-BUILD SPECIAL PROJECT PROCEDURES

Part 1 GENERAL

1.1 PROJECT SEQUENCE & PHASING CONSTRAINTS

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

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

2.1 PRELIMINARY WORK

In order to accomplish the work with the minimum impact to Coast Guard operations, preliminary work as follows must be completed prior to any demolition and/or construction of the new structures and supporting facilities.

2.1.1 Provide drawings in accordance with section 01800

2.1.2 Provide a video survey of the entire site documenting existing conditions prior to the start of any on-site work, other than design activities. Submit 1 copy to COR.

Part 3 EXECUTION

3.1 CONSTRUCTION PHASING AND CONSTRAINTS

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

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

3.1.1 Do not mobilize the project site until you have complete design documents complying with the requirements of other sections of this RFP.

3.1.2 Install remote monitoring camera prior to any other on-site work other than the COTR/CI and Contractor trailer mobilization.

3.1.3 Furnish & Install COR office and all supporting equipment and utilities, prior to any other work on-site. Locate the trailers where indicated on the plan sheets of the RFP.

3.1.4 Provide written notice to the COR that you intend to mobilize the site 30 calendar days prior to scheduled mobilization. This will allow the CG to remove vehicles and assorted equipment from the new parking area and laydown sites.

3.1.5 Provide construction phasing plan.

3.1.6 Fence each work areas with a minimum 6’0” high fence. Fencing will have a full covering of filter fabric or plywood and will be properly anchored. Completely encircle your work area. Your fenced work area shall not impact CG access to other facilities not part of the project. Provide 4 keys for each gate in your fenced work area to the COR/CI for Government access.

3.1.7 All your parking and lay down will be within your fenced work area or at trailer compound. Allow one parking space for the CI at the project site and one parking space at the trailer.

SECTION 01111 Page 2 of 5

3.1.8 All your parking and lay down will be within your fenced work area, unless approved by COR.

3.1.9 Base Honolulu supports a variety of operational unit and on occasion, operational evolutions may require brief interruptions to construction activities in order to carry out mission critical functions.

3.1.10 30 calendar days prior to completion of the new waterfront facilities, provide written notice of completion to the COR. Completion shall include completion of All testing balancing and commissioning and all interior components of the facility including approved O&M manuals.

3.2 CONSTRUCTION ACTIVITY CONSTRAINTS

3.2.1 There are several other renovation projects at Base Honolulu that will be in some stage of construction during this waterfront project. Projects and their estimated construction periods are as follows:

- Maintenance and Repair of Sewage Lift Stations (2022-2023)

-Install Isolation Transformer WLB Berth (2023)

-Replace Campus Fire Alarm Systems Base Honolulu (2023)

-Test Oil and Repaint Exterior Transformer Cabinets (2023)

-Replace Sewer Lines Wharves A-D (2024)

-Repair Exterior Envelope and Ventilation Barracks/Galley Building (2025-2026)

-Install EV Charging Stations Base Honolulu (2023-2024)

-Modernize HVAC Base Honolulu Barracks & Admin Building (2024-2025)

Coordinate your construction activities with other contractors to minimize delays and forecast potential construction conflicts.

3.2.2 Phase your work so that utility interruptions to Base facilities do not exceed 4 hours.

3.2.3 Do not leave open excavations while trenching. Phase your work so that each section of trench is filled and excess soil is removed by the end of each work day.

3.2.4 Plan and include all necessary costs in your base bid to remove and handle excavated soils. Coordinate with the COR for temporary stockpile requirements or requests.

3.2.5 Plan on your laydown area for this project to be located in accordance with the ‘Contractor Laydown Area’ per RFP Drawings. It is the contractor’s responsibility to properly secure any stored materials to prevent theft and environmental impacts.

3.2.6 Access to the site for deliveries and vehicles larger than pick- up trucks is limited.

Generate a traffic flow plan for general construction vehicles and for larger delivery vehicles. Provide the traffic flow plan to the COR for approval. Insure your drivers have the approved plan before arriving at the Base.

3.3 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 temporary utilities for construction. 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

SECTION 01111 Page 3 of 5 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.

All utility distribution within the base is owned by the Government except incoming electrical utility at the 11.5KV voltage, CATV and telecom (outside lines). Installation of new and temporary utility services within the base shall at a minimum follow the local, state city and federal codes governing the installation of the utility service being installed.

3.3.1 Water

There will be no charge to connect to the Government water lines. Usage is limited to the amount required to construct this project and manage the temporary facilities supporting this project. Provide drinking water for construction personnel as needed.

3.3.2 Sewer

There will be no charge to connect to the Government sewer lines. Usage is limited to the amount required to construct this project and manage the temporary facilities supporting this project

3.3.3 Gas (NOT AVAILABLE AT THIS SITE)

Natural gas is not applicable.

3.3.4 Telephone Service

Coordinate and pay all associated costs with the local telephone company for point of connection (POC) location for temporary telephone service tie in to the contractor’s and COR trailer. Pay all fees and telephone usage charges directly to the telephone company to provide the service.

3.3.5 Electrical

There will be no charge to connect to the Government electrical lines. Usage is limited to the amount required to construct this project and manage the temporary facilities supporting this project.

3.3.6 Cable/Internet

Coordinate and pay all associated costs directly with the local cable company for temporary cable internet service to the contractor’s and COR trailer. Pay all fees and usage charges directly to the cable company.

3.4 PERMITS

Contractor’s responsibility for permits is discussed in Section I contract clause 52.236-7 “Permits and Responsibilities” and in Section 01800 paragraph 1.18 “Design Related Permits”. No construction permits are anticipated, however, all construction work that requires temporary permits shall be obtained and payed for by the Contractor. The Contractor shall comply with all terms and conditions of permits, whether the Contractor or the Government obtains the permit.

3.5 UTILITY OUTAGES

SECTION 01111 Page 4 of 5

Before interrupting or shutting down any utility, make a written request for the interruption to the COR at least 10 work days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by the Contracting Officer.

3.6 UNDERGROUND UTILITIES

Underground utility locations shown on the drawings are not exact. Use a private utility locator service, at contractor expense, to locate underground utilities. Locator shall identify utilities both in the path of the excavation and utilities within 10 feet of the sides of the excavation. Notify the COR in writing and the cognizant utility locate companies at least 3 work days before excavating. Mark the excavation route and intersecting utilities and parallel utilities within 10 feet of trench sides. 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.

Insure there is a dedicated spotter for each excavation during all excavation with power assisted excavating tools the spotter must be dedicated to watching the excavation and may not have any other supplemental duties during excavation activities.

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

Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, compressed air systems, heating, and fire alarm shall be considered utility cut-overs. All outages shall be limited to a maximum of 4 hours, this time limit includes time for deactivation and reactivation. Notify the COR in writing 10 work days prior to any planned utility outage.

Operation of CG facility Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, telephone, data and steam services without prior approval from the COR. The contractor shall provide and pay for all resources to safely coordinate, investigate and operate the temporary shutdown of utilities. The temporary shutdowns plan and coordination shall be designed to minimize the impact on other Facility operations and within the time frames specified elsewhere in this RFP. Submit the plan to the FE and COR a minimum of 7 calendar days ahead of your planned outage indicating what other CG facilities will be impacted and for what duration.

3.7 WEATHER

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

3.7.2 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.

3.8 MANUFACTURER'S INSTRUCTIONS

SECTION 01111 Page 5 of 5

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.

3.9 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.

3.10 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

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

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

3.10.3 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.

3.10.4 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.

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

SECTION 01200 Page 1 of 4

SECTION 01200

DESIGN-BUILD PROGRESS PAYMENTS

Part 1 GENERAL

This section covers the submittal requirements for design-build progress payments. It is broken into two categories: design phase costs and construction phase costs.

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 shall separate the design activities from the construction activities. Additionally the contractor is to separately summarize the construction costs associated with assets identified in the Project Management Data Sheet (given to Contractor at time of award). 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 KO a Schedule of Prices on the forms furnished by the Government. The following Permits, Design, Guiding Principles for Sustainable Federal Building, 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:

1.2.2 DESIGN – The following list of design items is the minimum schedule of value activities required for the design phase. This is not an all-inclusive list, contractor should also include any survey or study activates required to complete the design of the project.

The percentages shown are the maximum billable amount for each of these items additional subordinate activities/tasks maybe included, but cannot exceed the main activity/tasks shown below:

Permit Application Documents

Percent of Design Cost, Per Contractor Proposal

a. Schematic 35% Design Submittal 20%

b. Statement of 35% Submittal Conformance with Contract 5%

c. 65% Design Submittal 20%

d. Statement of 65% Submittal Conformance with Contract 5%

e. Final Design Submittal 10%

f. Statement of Final Design Submittal Conformance with

Contract 5%

g. Corrected Final Design Submittal 5%

h. Statement of Corrected Final Design Submittal

Conformance with Contract 5%

SECTION 01200 Page 2 of 4

i. Construction Submittal Reviews 10%

j. Site Visit Reports during Construction 2%

k. Final Inspection Reports 3%

l. As-Built Design Drawings 5%

1.2.3 CONSTRUCTION – The construction cost should be spread across construction activities listed in the complete performance schedule. 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 prices. A mobilization activity is only acceptable if there is an equal demobilization activity. The bonds may be listed and 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) 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.

1.3 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.

1.4 CONTRACT MODIFICATIONS

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

1.5 REQUEST FOR PROGRESS PAYMENT

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.

1.6 TIMING FOR SUBMITTALS

1.6.1 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.

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

1.7 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 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.

SECTION 01200 Page 3 of 4

1.8 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.

1.9 MATERIAL INVOICES

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.

1.10 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 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.

SECTION 01200 Page 4 of 4

(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.

(H) Once the contractor’s superintendent and the government inspector have agreed upon the invoice amount send a copy to the COR for approval and signature. Once it’s returned to the contractor they may upload it to the government’s Invoicing Processing Platform (IPP).

Section 01320 - Page 1 of 9

SECTION 01320

DESIGN-BUILD PROGRESS SCHEDULE

Part 1 GENERAL

1.1 DESCRIPTION

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

1.2 DEFINITIONS

1.2.1 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.

1.2.2 Complete Performance Schedule

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

1.2.3 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.

1.2.4 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.

1.2.5 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.

1.2.6 Schedule Baseline

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

1.2.7 Activity Description

Each activity shall be described to clearly define the feature of work and its location (Example:

Phase I, first floor rough electrical).

1.2.8 Responsibility Code

Section 01320 - Page 2 of 9

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

1.3 SUBMITTALS

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

1.3.1 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

1.3.2 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 electronically through e-mail or file transfer system only. Submit both the original software file as well as a .PDF file.

1.4 TIMING

1.4.1 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.

1.4.2 Original Complete Performance Schedule

Submit the complete network analysis, consisting of the network mathematical analysis and network charts, within 60 days after Notice of Award.

1.4.2.1 Resubmittals

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

1.4.3 Monthly Updates

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

Section 01320 - Page 3 of 9

1.4.4 Schedule Revisions

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

1.5 SOFTWARE

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

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

1.6 CONTRACT MODIFICATIONS

When change orders or delays are experienced by the Contractor and the Contractor requests an extension of time under one or more of the Contract clauses, the Contractor shall submit a written Time Impact Analysis (TIA) illustrating the influence of each change or delay on the Contract completion date or milestones, utilizing the current updated Project Schedule. Each TIA shall include a fragnet demonstrating how the Contactor proposes to incorporate the changes or delays into the Project Schedule. A fragnet is defined as a sequence of new activities and/or activity revisions that are proposed to be added to the existing schedule to demonstrate the influence of delay and the method for incorporating delays into the schedule as they are encountered.

The TIA shall be submitted with the cost proposal for each proposed change or delay. Incorporate contract modifications into subsequent monthly updates only after approval by the Contracting Officer. Contract Modifications shall be added as items posted at the bottom of the original schedule with new activity numbers.

Part 2 PRODUCTS

2.1 NETWORK SCHEDULE CHART

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…