01a SPECIFICATIONS Final (Volume 1 of 3).pdf

UNITED STATES COAST GUARD

REQUEST FOR PROPOSAL

RFP GUIDE SPECIFICATIONS

VOLUME 1 OF 3

FOR

DESIGN/BUILD CONSTRUCTION FOR

SITKA WATERFRONT IMPROVEMENTS

Project No. 7198749 at

USCG SITKA MOORING

SITKA, AK

Date: 28 FEBRUARY 2025

DEPARTMENT OF HOMELAND SECURITY

FACILITIES DESIGN & CONSTRUCTION CENTER

FDCC DETACHMENT SEATTLE

915 2nd AVE

FEDERAL BUILDING ROOM 2664

SEATTLE, WA 98174

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REQUEST FOR PROPOSAL

FROM: Facilities Design Construction Center (Seattle)

BENEFITING UNIT: USCG Sitka Moorings

SIGNATURES:

Design PM Date

Design Supervisor Date

Project Execution Supervisor Date

Project Execution Branch Chief Date

Sitka Waterfront Improvements Project No. 7198749 U.S. Coast Guard Sitka Moorings, Sitka, AK

PROJECT RFP REQUIREMENTS

VOLUME 1 OF 3

SECTION

TITLE

T.O.C.

01110 01111

TITLE AND SIGNATURE PAGE

TABLE OF CONTENTS

DESIGN-BUILD GENERAL PARAGRAPHS

SPECIAL PROJECT PROCEDURES

01200 01320

DESIGN-BUILD PROGRESS PAYMENTS

DESIGN-BUILD PROGRESS SCHEDULE

01330 DESIGN-BUILD SUBMITTAL PROCEDURES

01331 PROJECT FILE MANAGEMENT SYSTEM

01450 QUALITY CONTROL

01500 01503 01505

TEMPORARY FACILITIES

REMOTE ACCESSED SURVEILLANCE SYSTEM

PROJECT MEETINGS

01781 OPERATIONS and MAINTENANCE DATA

01800 DESIGN-BUILD CRITERIA

1.1 GENERAL PROJECT REQUIREMENTS AND DESCRIPTION

1.2 ROLES OF RFP (REQUEST FOR PROPOSAL) SPECIFICATIONS AND

DRAWINGS

1.3 GUIDING PRINCIPLES FOR SUSTAINABILITY

1.4 CIVIL AND SITEWORK DESIGN

1.5

1.6

GEOTECHNICAL DESIGN

LANDSCAPE DESIGN

1.7 ARCHITECTURAL DESIGN

1.8 STRUCTURAL DESIGN

1.9 DEMOLITION

1.10 FIRE PROTECTION

1.11 PLUMBING

1.12 HEATING, VENTILATING AND AIR-CONDITIONING (HVAC)

1.13

1.14 1.15

ELECTRICAL

SECURITY AND CLOSED CIRCUIT TELEVISION (CCTV) SYSTEMS

CABLE TELEVISION (CATV) SYSTEMS

1.16 1.17

TELECOMMUNICATION

FURNISHINGS, EQUIPMENT AND OUTFITTING

1.18 1.19

ENVIRONMENTAL PERMITS, CONTROLS, AND PROTECTION

DREDGING – NOT USED

01802 CONSTRUCTION DESIGN DOCUMENTS

01803 RECORD DOCUMENTS AND DRAWINGS

01900 LIST OF DRAWINGS

VOLUME 2 OF 3

APPENDIX A RFP DRAWINGS

APPENDIX B BASIS OF DESIGN

APPENDIX C FDCC’S ADEPT FILE NAMING

APPENDIX D BASIS OF DESIGN NARRATIVE

APPENDIX E INDUSTRY STANDARDS FOR CONSTRUCTION DOCUMENTS

APPENDIX F TOPOGRAPHIC & BATHYMETRIC SURVEYS

APPENDIX G GEOTECHNICAL REPORT

APPENDIX H HYDRANT FLOW TEST

APPENDIX J

APPENDIX J1

APPENDIX J2

APPENDIX J3

APPENDIX J4

ENVIRONMENTAL ASSESSMENT

MOA FOR CULTURAL RESOURCES – SITKA FRC PROJECT

SITKA MOORINGS GUIDANCE ON OPERATIONAL PERMITS AND

ENVIRONMENTAL SUMMARY

SPCC PLAN – SITKA MOORINGS

FDCC ENVIRONMENTAL COMPLIANCE INSPECTION FORM

APPENDIX K USCG BOAT DATA: CB-OTH-IV

APPENDIX L CRITERIA FOR COMPUTER GENERATED DRAWINGS

APPENDIX L1 DRAWING STANDARDS AND MANAGEMENT CSTO

APPENDIX L2 DRAWING FORMAT AND HANDLING JOB GUIDE

APPENDIX L3 TITLE BLOCK - COVER

APPENDIX L4 TITLE BLOCK – STANDARD

APPENDIX M CRITERIA FOR ELECTRONIC DELIVERABLES

APPENDIX N CONSTRUCTION FORMS

APPENDIX O&M O&M PARTS 1, 2, 3 & 4

APPENDIX P

VOLUME 3 OF 3

SITE SURVEY REPORT (JUNE 8, 2024)

APPENDIX Q HAZARDOUS MATERIALS SURVEY REPORT

APPENDIX R PROTECTED SPECIES OBSERVER REPORT

APPENDIX S SEDIMENT SAMPLING REPORT

APPENDIX T CUTTER MOORING CSTO

APPENDIX U

APPENDIX U1

SENTINEL CLASS ILSP

FRC FENDERING STRUCTURAL ANALYSIS

APPENDIX V OLSP FOR THE 225’ WLB(A) JUNIPER CLASS

APPENDIX W NEW BUILDING DESIGN AND CONSTRUCTION CSTO

APPENDIX X ELECTRICAL SHORE TIES CSTO

APPENDIX X1

APPENDIX X2

ELECTRICAL EQUIPMENT ARC FLASH TCTO

ELECTRICAL SHORE TIE POWER MOUND TCTO

APPENDIX Y FIRE PROTECTION FOR FACILITIES CSTO

APPENDIX Z

APPENDIX Z1

ADVANCED METERING INFRASTRUCTURE CSTO

UTILITY REPORT

END OF TABLE OF CONTENTS

SECTION 01110 – Page 1 of 7

SECTION 01110_DESIGN-BUILD GENERAL PARAGRAPHS

Part 1 GENERAL

1.1 SCOPE OF WORK

Design-build waterfront, shore facilities and associated infrastructure necessary to homeport one Seagoing Buoy Tender (WLB), one Fast Response Cutter (FRC) and small boat assets at USCG Sitka Moorings, Sitka, Alaska. The work includes:

1. New Seagoing Buoy Tender (WLB) wharf.

2. New approach pier.

3. New Boat Bay building

4. Landside utility and site work

5. New Fast Response Cutter (FRC) floating dock

The Base Bid & Bid Options are listed and more fully described in Section 1800-1.1.1.

1.2 ITEMS FURNISHED TO CONTRACTOR BY FDCC

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

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

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

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

1.3 CONTRACTOR RESPONSIBILITY

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

1.3.1 The term "COR" is an abbreviation for "Contracting Officer's Representative." The Term “GCI” is an abbreviation for “Government Contracted Inspector.”

1.4 WORK HOURS

1.4.1 Work is authorized at the site from 8am to 5pm Monday through Friday subject to local jurisdiction approval. No work is allowed on weekends or Federal holidays

1.5 CONTRACTOR USE OF PREMISES

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

SECTION 01110 – Page 2 of 7

1.5.2 Shipments of equipment, materials, and supplies shall be addressed to the contractor

- not the Government. The contractor must be on hand to accept shipments; the Government will not accept shipments.

1.6 DEFINITIONS

The following terms are defined as follows:

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

(b) FDCC: Facilities Design & Construction Center

(c) FE: Facility Engineer

(d) KO: Contracting Officer

(e) PM: FDCC Project Manager

(f) COR: FDCC Contracting Officer's Representative

(g) EIC: FDCC Engineer-in-Charge

(h) OR: FDCC Onsite Representative (Inspector)

(i) A/E: Architect-Engineering Firm

(j) GCI/CI: Government Contracted Inspector

(k) QAM: Contractor's Quality Assurance Manager

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

(m) KR: Contractor

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

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

1.7 REFERENCES AND ORDER OF PRECEDENCE

Refer to Section 01800 Paragraph 1.2.4

1.8 SECURITY

USCG Sitka Moorings is a federal facility. All personnel visiting the site will have to present valid picture identification from their state of residence. All personnel working on the project site must be legal to work in the United States of America. All vehicles entering the site must present and carry proof of insurance at all times. Provide a written list of expected workers with their driver’s license/identification card numbers and expected on site duration to the GCI and FDCC Construction Project Manager a minimum of 7 days prior to the personnel arriving.

The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site. The CG may require additional information later for vetting contractors per security protocols.

1.9 CONTRACTOR USE OF PREMISES

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

SECTION 01110 – Page 3 of 7

All personnel shall carry proper identification (ID) when on site. Proper ID is defined as either the individual's driver's license, or a company issued ID. The identification must be laminated and show a facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.

1.10 OTHER STATION WORK

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

1.11 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 immediately after award with the local utility provider to determine the exact materials, equipment placement, and other features that may be required by the specific utility provider. The term utility service includes, but is not limited to meters, mains, service lines, high voltage feeders, transformers, force mains, lift stations, tanks, etc. The contractor is responsible for coordinating the work with the utility provider to ensure the utility connection to the site is completed and that there is no delay in the prosecution of the work or completion of the project. Utility services include electricity, water, sewer, and telephone. All new utilities within the base are owned by the City and Borough of Sitka. The local utility providers are as follows:

Utility Provider Service Telephone Number

Not applicable Natural Gas -

Sitka Public Works Potable Water (907) 747-1804

Sitka Public Works Sewage (907) 747-1804

Sitka City Electric Department

Electricity (907) 747-1818

1.11.1 Water

For the duration of the project, the contractor is authorized to connect to the Government water lines to use at no additional cost to the contractor. Usage is limited to the execution of this project.

1.11.2 Sewer

For the duration of the project, the contractor is authorized to connect to the Government sewer lines to use at no additional cost to the contractor. Usage is limited to the execution of this project.

1.11.3 Gas

Natural gas is not applicable.

1.11.4 Telephone Service

Temporary telephone service to the contractor’s trailer and the COR’s office trailer is available via the local telephone companies at the contractor’s expense. There will be no

SECTION 01110 – Page 4 of 7 charge to connect to the Government telephone lines for permanent telephone service to the cutter shore-ties and the new building. Usage is limited to the execution of this project.

1.11.5 Electrical

For the duration of the project, the contractor is authorized to connect to the Government electrical lines to use at no additional cost to the contractor. Usage is limited to the execution of this project.

1.12 PERMITS

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

1.13 DRAWINGS FURNISHED

An electronic copy of the plans and specifications will be furnished to the Contractor without charge.

1.14 WORK SEQUENCE

1.14.1 Sequence work in coordination with Contracting Officer. Refer to Section 01111.1.1.

1.15 GOVERNMENT-FURNISHED ITEMS

1.14.1 None

1.16 RELOCATED EQUIPMENT AND ITEMS

1.16.1 None

1.17 UTILITY OUTAGES

1.17.1 Limit all utility interruptions to four hours or less, sequence your work to complete and restore the service. Provide temporary services of equal capacity and service, if the interruption will exceed 4 hours in a single work week. Before interrupting or shutting down any utility, make a request for the interruption to the Contracting Officer at least 5 days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by the Contracting Officer.

1.17.2 Coordinate with the Power Utility, City of Sitka Electric, for required outage to energize the new service to the site. The contractor shall have a backup generator on site during the utility cutover to energize the existing site service in case the required utility outage exceeds 4 hours. The contractor shall include in their bid, the cost of running the generator for 24 hours at full load to power the existing service during the utility cutover.

SECTION 01110 – Page 5 of 7

1.18 UNDERGROUND UTILITIES

The underground utility locations shown on the drawings are not exact. The Government does not provide locator services, the contactor must coordinate all location services. Use a private utility locator service, at contractor expense, to locate underground utilities. Notify the COR and the cognizant utility companies at least 48 hours before excavating. Mark the excavation route and intersecting utilities. Where excavation will cross an existing utility line, use hand tools to excavate for a distance of 5 feet on each side of the intersection location shown on the drawings. Once exposed, protect underground utilities from damage.

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

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

(c) Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, and fire alarm shall be considered utility cut-overs. All outages shall be restored prior to the start of normal working hours on the next work day as defined in contract clause H.1 "Work Outside Regular Work Hours." This time limit includes time for deactivation and reactivation.

(d) Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services without the approval of the COR.

1.19 WEATHER

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

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

1.20 STORM PROTECTION

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

Precautions shall include, but not be limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.21 MANUFACTURER'S INSTRUCTIONS

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

SECTION 01110 – Page 6 of 7

1.22 RECEIPT OF MATERIALS

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

1.23 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

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

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

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

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

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

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

1.24 MINOR DEMOLITION, CUTTING, AND PATCHING:

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

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

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

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

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

Cover existing equipment to protect it from dust.

(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.

SECTION 01110 – Page 7 of 7

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

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

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

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

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

1.25 CONTRACTING OFFICER'S AUTHORITY

In no event shall any understanding or agreement between the contractor and any Government employee other than the Contracting Officer on any contract, modification, change order, letter or verbal direction to the Contractor be effective or binding upon the Government. All such actions must be formalized by a proper contractual document executed by an appointed Contracting Officer. The contractor is hereby put on notice that in the event a Government employee, other than the Contracting Officer, directs a change in the work to be performed, or increases the scope of the work to be performed, it is the contractor's responsibility to make inquiry to the Contracting Officer before making the deviation.

Payments will not be made without being authorized by an appointed Contracting Officer with the legal authority to bind the Government.

Part 2 PRODUCTS

NOT USED.

Part 3 EXECUTION

NOT USED.

END OF SECTION

Section 01111 Page 1 of 2

SECTION 01111_SPECIAL PROJECT PROCEDURES

Part 1 GENERAL

1.1 PROJECT SEQUENCE

Part 2 PRODUCT

2.1 CONSTRUCTION PHASING & CONSTRAINTS

Specific parts of the work must be completed according to a specific sequence. Those requirements are described in detail in the following paragraphs.

2.1.1 Coordinate Contractor trailer location with Contracting Officer. Do not install trailers until trailer location is approved in writing by the Contracting Officer.

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

2.1.3 All Contractor parking and lay down will be within his work area. Allow two parking space for the COR/CI. Areas outside of the lay down area will not accommodate contractors POV’s.

2.1.4 Provide and maintain 5 parking spaces for the station personnel throughout this contract keep project site snow free and accessible.

2.1.5 Sequence work to maintain WLB operations. To maintain continuity of WLB mooring during construction, the work must be phased. See RFP Spec Section 01800

1.8.19 for phasing requirements.

2.1.6 Sequence work to maintain USCG small boat operations. To avoid trapping the USCG small boats inside a construction work area, the work must be phased. See RFP Spec Section 01800 1.8.21 for phasing requirements.

2.2 CONSTRUCTION ACTIVITY CONSTRAINTS

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

2.3 UTILITY OUTAGES AND NOTIFICATIONS

2.3.1 Refer to Section 01110.1.16

2.4 NEW UTILITY SERVICES

Refer to Section 01110

2.5 GOVERNMENT-FURNISHED ITEMS

None.

2.6 RELOCATED EQUIPMENT AND ITEMS

None.

2.7 UNDERGROUND UTILITIES

Section 01111 Page 2 of 2

Refer to Section 01110.1.17.

2.8 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

Refer to Section 01110.1.22.

2.9 MINOR DEMOLITION, CUTTING, AND PATCHING:

Refer to Section 01110.1.23.

Part 3 Execution

Not Used

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.

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%

i. Construction Submittal Reviews 10%

j. Site Visit Reports during Construction 2%

SECTION 01200 Page 2 of 4

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 must be listed and invoiced separately as a construction cost upon receipt by the Government. Reserve a minimum of 5% of project construction costs for closeout activities to include Warranty, O&M and As-built submittals; punch list completion; and closeout inspections. Once approved, the values listed in the schedule of prices shall not be changed without review and acceptance by the KO. 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.

(C) Include Real Property Unique Identifiers (RPUIDs) in SOV as per Real Property Project Management Data Sheet (PMDS) provided by the USCG.

1.2.4 Final equipment enrollment forms and Operations and Maintenance manuals must be submitted and approved prior to final inspection.

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 monthly progress meeting/update.

1.7 DOCUMENTATION FOR MATERIALS DELIVERED BUT NOT INSTALLED

SECTION 01200 Page 3 of 4

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.

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

SECTION 01200 Page 4 of 4 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.

(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).

Part 2 PRODUCTS

NOT USED

Part 3 EXECUTION

NOT USED

SECTION 01320 Page 1 of 11

SECTION 01320_DESIGN-BUILD PROGRESS SCHEDULE

1.1 DESCRIPTION

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

1.2 SUMMARY

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

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

(b) Schedules required include the following

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

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 Original Complete Performance Schedule

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

1.3.3 Float and Slack

SECTION 01320 Page 2 of 11

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

1.3.7 Activity Description

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

1.3.8 Responsibility Code

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

1.4 SUBMITTALS

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

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

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

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

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

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

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

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

1.4.6 SD-01 Preconstruction Submittals

SECTION 01320 Page 3 of 11

(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 except monthly updates of schedule charts may be submitted electronically only. Submit both the original software file as well as a .PDF file.

1.5 TIMING

1.5.1 Preliminary Performance Schedule

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

1.5.2 Original Complete Performance Schedule

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

1.5.2.1 Resubmittals

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

1.5.3 Monthly Updates

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

1.5.4 Schedule Revisions

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

1.6 SOFTWARE

1.6.1 Software Description

The Contractor shall use a commercially available, windows based, scheduling software program to manage the project. The software package shall have the characteristics and be capable of producing the time-scaled charts and reports described elsewhere in this section. The program shall also be capable of accepting revised completion dates as

SECTION 01320 Page 4 of 11 modified by approved time extensions, actual activity start/completion dates, and recompilation of tabulation dates and float accordingly without deleting the original proposed activity dates.

1.6.2 Deliverables

1.6.2.1 For the schedule software utilized, provide the following:

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

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

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

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

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

(c) Identify RPUID sorts and display formats.

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

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

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

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

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

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

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

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

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

1.6.3 Payment Requests

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

SECTION 01320 Page 5 of 11

1.7 CONTRACT MODIFICATIONS

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

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

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

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

Part 2 PRODUCTS

2.1 NETWORK SCHEDULE CHART

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

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

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

2.1.1 Format

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

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

2.1.1.1 Required Columns

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

(a) Activity Number (ID #)

(b) Activity Name

(c) Duration

(d) RPUID – Real Property Unique Identification number from Project Management Data Sheet

(e) Early and late start dates

(f) Early and late finish dates

(g) Actual start and actual finish dates

(h) Total float

SECTION 01320 Page 6 of 11

(i) Actual duration

(j) 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 100 New activity numbers shall be assigned to activities required to be added to a revised schedule for contract modifications or logic changes.

2.1.3 Required Activities

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

(a) Bond

(b) Design Elements:

(c) Site Visit

(d) 35% Design Submission (including Guiding Principles for Sustainable Federal Buildings Dec 2020)

(e) 65% Design Submission (including Guiding Principles for Sustainable Federal Buildings Dec 2020)

(f) Government Review (21 days review)

(g) Final Design Submission (including Guiding Principles for Sustainable Federal Buildings Dec 2020)

(h) Permits requiring Government signature including stormwater discharge permit

(i) Government Review (21 days review)

(j) Completed Final Design Submission (including Guiding Principles for Sustainable Federal Buildings Dec 2020)

(k) Construction Activities:

(l) Submittal Submission requiring Government review

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

(n) Procurement time for critical items

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

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

SECTION 01320 Page 7 of 11

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

(r) Commissioning Activities

(s) Guiding Principles for Sustainable Federal Buildings Dec 2020 report

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

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

(v) Draft O&M Manual Review

(w) Corrected O&M Manuals Preparation

(x) Corrected O&M Manual Review

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

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

(aa) Final Inspection (7 Work day duration )

(bb) Instruction to Government Personnel

(cc) Correct Punchlist (14 Work day duration)

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

2.1.3.1 Final Inspection

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

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

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

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

(a) Facility ready for use for intended purpose.

(b) All systems are operational.

(c) All Test & Inspection Reports received.

(d) Mechanical Testing & Balancing Report has been approved.

(e) Commission Reports are done

(f) All submittals approved.

(g) Up to date as-built drawings at the site.

SECTION 01320 Page 8 of 11

(h) Corrected O&M Manuals and Equipment Enrollment Form submitted to the Government.

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

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

2.1.3.1.5 The final inspection shall be performed with the Contractor by the COR, Contracting Officer, Safety Officer, and representatives of the using activity. Any discrepancies noted will be corrected within the time specified in each task order for the completion of work.

2.2 REPORTS

2.2.1 Narrative Report

A…