RFP Specs 60_17140186 USCGA Steam.pdf

PROJECT DESIGN/BUILD RFP

SPECIFICATIONS

FOR

Recapitalize Central Steam Distribution System at U.S. Coast Guard Academy

New London, CT

PROJECT NO. 60-17140186

JULY 18TH, 2024

CORRECTED FINAL SUBMITTAL

PREPARED BY:

FACILITIES DESIGN & CONSTRUCTION CENTER

5505 ROBIN HOOD ROAD, SUITE K

NORFOLK, VIRGINIA 23513-2431

FROM: Facilities Design & Construction Center (Norfolk)

BENEFITING UNIT: USCG Academy

New London, CT

POINTS OF CONTACT: FDCC

SIGNATURES:

Design PM Date

Design Supervisor Date

Construction Supervisor Date

Project Execution Supervisor Date

Recapitalize Central Steam Distribution System PROJECT NUMBER: 60-17140186 USCG Academy, New London, CT

Table of Contents - Page 1

PROJECT RFP REQUIREMENTS

SECTION TITLE

T.O.C. TABLE OF CONTENTS

01110 SUMMARY OF WORK AND GENERAL PARAGRAPHS

01140 WORK RESTRICTIONS

01200 PRICE AND PAYMENT PROCEDURES

01300 ADMINISTRATIVE REQUIREMENTS

01320 PROJECT SCHEDULE

01330 DESIGN-BUILD SUBMITTAL PROCEDURES

01450 QUALITY CONTROL

01500 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01550 TEMPORARY BOILER PLANT

01781 OPERATIONS AND MAINTENANCE DATA

01800 DESIGN-BUILD CRITERIA

1.1 GENERAL PROJECT REQUIREMENTS AND DESCRIPTION

1.2 ROLES OF RFP SPECIFICATIONS & DRAWINGS

1.3 SUSTAINABLE DESIGN

1.4 CIVIL AND SITE WORK

1.5 GEOTECHNICAL

1.7 ARCHITECTURAL

1.8 STRUCTURAL

1.9 DEMOLITION

1.12 HEATING VENTILATING AND AIR CONDITIONING

1.13

1.18

ELECTRICAL

ENVIRONMENTAL DESIGN, PERMITS, CONTROLS, AND

PROTECTION

01802 CONSTRUCTION DESIGN

01803 RECORD OF DRAWINGS

01900 LIST OF RFP DRAWINGS

Table of Contents - Page 2

APPENDICES

Appendices (Final Submittal)

APPENDIX FILE NAME DESCRIPTION

Appendix A SILC Enrollment Matrix

Appendix B Final ‐ Testing and Balancing Report AWAITING RESULTS

Appendix C Final ‐ Lead and Asbestos Survey AWAITING RESULTS

Appendix D Drawings Format and Handling Job guide

Appendix E Drawings Standards and Management CSTO

Appendix F Design Build Narrative

ATTACHMENTS

DRAWING TITLE FILE NAME DESCRIPTION

Attachment 1 ‐ CGA Annual Calendar of Events 2023‐2027

CGA Annual Calendar of Events 2023‐2027 (August 2023)

1_CGA ANNUAL CALENDAR OF EVENTS 2023‐

CGA Annual Calendar of Events 2023‐2027

Attachment 2 ‐Mechanical Rooms

Billard Mechanical Room with Photos Billard Mechanical Room Mechanical Room Components with Photos

Chase B Mechanical Room with Photos Chase B Mechanical Room Mechanical Room Components with Photos

Michel Mechanical Room with Photos Michel Mechanical Room Mechanical Room Components with Photos

Alterations and Addition Infirmary Building ‐ Plumbing (3/25/63)

CC‐0151‐xxxxx‐27‐47‐O17‐P‐1963‐x Sub‐basement and basement piping

Alterations and Addition Infirmary Building ‐

HVAC (3/25/63)

CC‐0151‐xxxxx‐33‐47‐O17‐M‐1963‐x Sub‐basement and basement HVAC

Basement/ Crawl Space Piping ‐ Michel Hall (2/5/99)

MICHEL‐RENOV‐1‐12‐O17‐M‐1999‐R Steam lines in Michel Hall

Basement/ Crawl Space Mechanical ‐ Michel Hall (2/5/99)

MICHEL‐RENOV‐6‐12‐O17‐M‐1999‐R Mechanical Plans for Michel Hall

Billard Hall Mechanical Room Rehab (1/20/87)

Billard CC‐0636‐01033‐1‐1‐S31‐M‐1987‐X

Chase B Mechanical Room (2/27/59) CHASEB~3

Chase B ‐ Subasement Plan HVAC Piping ‐ Asbuillts (7/25/14)

CHASEB‐1

Steam Line Replacement (Manhole 8 to Chase C (3‐27‐96)

CHASEC~1 Steam Path under floor to Chase C Mechanical Room

Attachment 3 ‐Tunnel

Details of Tunnel ‐ Outside Building dated (10/21/41)

101886‐xxxxx‐10‐45‐O17‐A‐1941‐x Tunnel from Michel Hall (Infirmary) to McAllister Hall (Engineering Building) and Manholes

Plumbing and Heating Service Tunnel Details dated (10/21/41)

101886‐xxxxx‐42‐45‐O17‐PM‐1941‐x Tunnel from Michel Hall (Infirmary) to McAllister Hall (Engineering Building) and Manholes 10/21/41

Scoreboard Replacement (Jones Field) (3/17/67)

CC‐0216‐xxxxx‐1‐1‐S33‐C‐1967‐x Football Field Tunnel

Table of Contents - Page 3

Alterations and Repairs to Existing Steam and Condensate System (7/27/76)

CC‐0342‐05039‐1‐1‐M63‐M‐1976‐x Tunnel Schematic

Steam Line Replacement ‐ Steam Plant to McAllister Hall (As Built) 10/10/03

CC‐0959‐01011‐1‐3‐M63‐M‐2003‐R Tunnel Schematic (Steam Plant to McAllister Hall)

Steam Line Replacement ‐ Steam Plant to McAllister Hall As Built (10/10/03)

CC‐0959‐01011‐2‐3‐M63‐M‐2003‐R Tunnel Schematic / Section / Details (Steam Plant to McAllister Hall)

Topography of Stadium and Grand Stand (10/31/57)

M‐84‐xxxxx‐1‐1‐S33‐C‐1957‐x Football Field Topography

Underground Service Tunnel ME‐12 (7/11/30)

ME‐12‐xxxxx‐1‐1‐M56‐MA‐1930‐x Underground Service Tunnel

Underground Service Tunnel

Flood Lighting of Stadium ME‐16 (6/15/31) ME‐16‐xxxxx‐1‐1‐S33‐E‐1931‐x Schematic shows electrical wiring scheme

Tunnel Ventilation for Sub‐basement ‐ Billard Hall SK 11/64 (No date)

SK‐11‐64‐1‐1‐S31‐M‐1964‐X Billard Hall

Jones Field ‐ Electrical Work SK 4/65 (5/18/65)

SK‐4‐65‐1‐1‐S33‐E‐1965‐X Football Field (Electrical work)

Office Trailer (Temporary Utilities) SK 9‐00 (11/3/00)

SK‐9‐00‐1‐1‐M61‐M‐2000‐x Billard Hall to Roland Hall Tunnel

Underground Service Tunnel (Steam and Return Piping)

Steam Utility Tunnel Drawing_1979 Section Thru Services Tunnel

Steam Manhole Repairs Leamy to Johnson Hall (9/16/85)

MH3 CC‐0509‐04019‐2‐2‐M63‐M‐1985‐X

Attachment 4 ‐ Football Field

Regarding and Surfacing & Drainage of Athletic Field DWG CC‐45‐2 (12/31/43)

CC‐0045‐00002‐1‐1‐S33‐C‐1943‐X Drainage at Football Field

Section and Construction Details

Replacement and underground Steam and Condensate in Jones Field (10/12/84)

CC‐0533‐03026‐1‐1‐M63‐M‐1984‐X Expansion Loop detail near football field.

Steam Liine Replacement (Utility Tunnel to

MH 2A) ‐ (2/20/78)

CC‐0879‐07052‐1‐1‐M63‐M‐1998‐X Some MHs were renamed. MH‐2A is MH5

Cross Section AA & Drain Layout Plan / Details

CC‐1322‐5537577‐Reference Drawings‐ Existing Conditions‐S33‐C‐2019

Field Turf Asbuilt ‐ Artificial Turf

Details of the Stadium (10/19/31) S1‐xxxxx‐1‐1‐S33‐C‐1931‐x

Attachment 5 ‐ CGA Steam Infrastructure

Operations and Maintenance Manual (January 2023)

22‐016 United States Coast Guard Academy ‐ O&M

Expansion Joint, MH6, MH7 Asbuilts, Seals, etc

Manhole Details ‐ 502 (9/8/61) 502H‐xxxxx‐2‐2‐M63‐M‐1961‐x Manhole Details

Water Distribution Improvements (7/20/65) CC‐0185‐xxxxx‐12‐23‐M61‐M‐1967‐R Existing Boring Data / Locations

Water Distribution Improvements ‐ Plan 1 (7/20/65)

CC‐0185‐xxxxx‐13‐23‐M61‐M‐1967‐R Existing Boring Data / Locations

Misc Utility Improvements Boring Logs 1 (7/20/65)

CC‐0185‐xxxxx‐22‐23‐M63‐M‐1967‐R Existing Boring Data / Locations

Misc Utility Improvements Boring Logs 2 (7/20/65)

CC‐0185‐xxxxx‐23‐23‐M63‐M‐1967‐R Existing Boring Data / Locations

Steam Heating System (6/2/82) CC‐0468‐00034‐3‐58‐M63‐M‐1982‐x Schematic of CGA academy steam infrastructure

Steam and Condensate Replacement (7/26/94)

CC‐0799‐04014‐1‐1‐M63‐M‐1994‐x Saterlee Hall to MH15

Steam Line Replacement (Boiler Plant to Billard Hall) 5/7/97

CC‐0869‐07001‐2‐3‐M63‐M‐1997‐x Boiler Plan to Billard Hall

Boiler Plant Steam Line (7/2/10) CC‐1120‐MOD‐2934123‐1‐1‐M63‐M‐2009‐x Pipe Anchor Detail

CGA Facilities Site Map CGA Base Map Shows all Building of CGA

Insultek McAllister Hall / Yeaton Hall 4" Steam / 3" Condensate (5/17/01)

INSUL‐TEK‐M1‐1‐2‐M63‐M‐2001‐R Yeaton Hall Steam line

Table of Contents - Page 4

Insultek Munroe Hall / Johnson Hall Steam and Condensate (5/18/01)

INSUL‐TEK‐M1A‐2‐2‐M63‐M‐2001‐R Steam Lines to Munroe Hall and Johnson Hall

Basement Floor Plan Satterlee Hall (2/14/58) M‐91‐xxxxx‐1‐1‐M63&L22‐M‐1958‐x Main Steam Supply and Return Line

Basement Floor Plan Hamilton Hall (2/15/58) M‐92‐xxxxx‐1‐1‐M63&O16‐M‐1958‐x Hamilton Hall Main Steam and Return Line

Details of Manholes 7/19/30 ME‐13‐xxxxx‐1‐1‐M63‐ME‐1930‐x (2) Underground Steam Details

Proposed Replacement Steam Distribution System

CGA Steam Distribution Overview of steam distribution system

Steam Line Replacement Manhole 8 to Chase C (3/27/96)

Chase C Mech EXT ‐ CC‐0836‐06091‐1‐3‐ M63‐M‐1996‐x

Direct Buried Steam Line

Boiler Plan As‐Built Drawings (October 2019) ECM 1 ‐ Record Drawings {Oct 2019}

1966 Extension to Chase Hall (6/2/66) CC‐0195‐xxxxx‐28‐40‐R08‐M‐1966‐R

Leamy Hall Utilities Plan (7/17/67) CC‐0213‐xxxxx‐12‐80‐K18‐C‐1970‐R

Steam Mahhole Repairs (Leamy to Johnson Hall) 9/16/85

CC‐0195‐xxxxx‐28‐40‐R08‐M‐1966‐R

Steam Manhole Repairs Leamy to Johnson Hall ‐9/16/85

CC‐0509‐04019‐2‐2‐M63‐M‐1985‐X

Billard Hall Steam (2/19/58) Steam Line M‐96‐xxxxx‐1‐1‐M63&S31‐M‐1958‐x

Repairs to steam Distribution Between Manhole #4 and #5 (8/11/58)

CC‐0107‐xxxxx‐1‐1‐M63‐M‐1958‐x Near Satterlee Hall, MH designations are old

Steam and Condensate Replacement ‐Boiler Plant to Manhole #1‐ 6/17/96

CC‐0842‐06112‐1‐1‐M63‐M‐1996‐x Near Boiler Plant

Planning Documents ‐ CEU Providence Planning Documents ‐ CEU Providence Earlier Planning Docs showing various areas

Chase Hall to Manhole 8 (ASBUILT) 10/22 LEAMYT~1 Leamy Hall to Chase C Mech Room

Steam Line Replacement (MH8 ot Munroe Hall_Johnson Hall) 3/8/01

MUNRO‐~2

Condensate System Repairs (6/4/75) Saterlee Hall

TUNNEL~1 Tunnel from Hamilton to Saterlee Hall

Planning ‐ Executive Proposal (9/9/2022) 11300_2022_09 EP CGA_Steam Binder_Final From CEU Providence / Various Sections of Piping with Photos

Repair Steam and Condensate Distribution (Task 2) (2/1/2021)

Colby PSN14730102 USCGA Task 2 Final Concept Design Report

Survey of steam system near Learmy Hall, Chase C, Johnson, and Munoe Hall. Haz mat samples of manholes

MH#6 Original Dwg (2/7/72) MH#6 Original Dwg Harriet Lane Utility Tunnel (Manhole Details)

Attachment 6 ‐ Chase Hall Annex

1970 Extension to Chase Hall (11/16/69) CC‐0234‐xxxxx‐22 to 29‐41‐R09‐M‐1969‐x Chase Hall D Annex, Piping in Confined Space from Chase A to Chase C

Partial Existing Building Floor Plan (3/15/07) Chase E ‐60‐L8001‐xxxxx‐119‐172‐R18‐M‐ 2007‐x

Chase Hall E

Chase Hall Phase I ‐ Annex E (3/15/07) Chase Hall Ph I Drawings Chase Hall E

Chase Hall Phase II ‐ 11/19/10 Chase Hall PH II Drawings Chase Hall Mid Life Renovations

Chase Hall Phase III ‐ 10/19/12 Chase Hall PH III Drawings Chase Hall Mid Life Renovations

Chase Hall Phase IV ‐ 7/2/14 Chase Hall PH IV Drawings Chase Hall Mid Life Renovations

Chase Hall Phase V ‐ 7/6/15 Chase Hall PH V Drawings Chase Hall Mid Life Renovations

Chase Hall Basement Demolition Plan (5/26/09)

A60L9002MD100 Basement Mech Demo Chase A Hall Basement

Chase Hall Barracks Mechanical Basement Plan

A60L9002M100 Basement Mech New Chase A Hall Basement

As Built Hydronic Piping for Chase C Mechanical Room (5/17/22)

Phase 1 ‐ 121‐20.FF SUB 052‐As‐Built Hydronic Pipe Shop Drawings

Chase C Mechanical Room Piping

Chase Hall Barracks ‐ Annex C ‐ Mid‐Life Renovations (8/4/21)

Chase Hall_Final Design_Drawings‐combined Chase Hall Renovations

Chase Hall Control As‐Built Drawings (Siemens)

121‐20.FF SUB 056‐Controls As‐Builts Chase Hall Renovations

1970 Extension to Chase Hall (11/18/69) CC‐0234‐xxxxx‐02 to 03‐41‐R09‐C‐1969‐x Chase Hall Renovations

1971 Extension to Chase Hall (11/18/69) CC‐0234‐xxxxx‐04 to 17‐41‐R09‐A‐1969‐x Chase Hall Renovations

1972 Extension to Chase Hall (11/18/69) CC‐0234‐xxxxx‐22 to 29‐41‐R09‐M‐1969‐x Chase Hall Renovations

1973 Extension to Chase Hall (11/18/69) CC‐0234‐xxxxx‐30 to 34‐41‐R09‐P‐1969‐x Chase Hall Renovations

1974 Extension to Chase Hall (11/18/69) CC‐0234‐xxxxx‐35 to 41‐41‐R09‐E‐1969‐x Chase Hall Renovations

1974 Extension to Chase Hall (11/18/69) CC‐0234‐xxxxx‐11‐41‐R09‐A‐1969‐x Chase Hall Renovations Wall Sections

Table of Contents - Page 5

Attachment 7 ‐ Environmental

Spill Prevention, Control, and Countermeasure Plan (Dec 2021)

Academy SPCC Plan with figures Tables and appendices_10_17_2023

CGA Academy Steam System Recap ‐ Project Approved (2/15/24)

DSS‐USCG‐2022‐14709 ‐ CATEX REC

FDCC Compliance Inspection Drawing FDCC ENVIRONMENTAL COMPLIANCE INSPECTION (July 2022)

Steam Manhole and Pipe Insulation (7/25/96)

Steam Manhole and Pipe Insulation Drawing

CC‐0801‐04081‐1‐1‐M63‐M‐1996‐X

Identified fittings and piping to be insulated

USCGA Safety and Environmental Health Program (SUPTINST 5100.47)

USCGA SAFETY & ENVIRONMENTAL HEALTH

PROGRAM 2018

Instruction is to establish guidelines for the Safety and Environmental Health.

Stormwater Management Plan (April 2017) USCGA Stormwater Management Plan Stormwater Management Plan for CGA.

Attachment 8 ‐ CAD Files

Topography of CGA ACADEMY topo‐1‐1‐M78‐C‐2000‐x

Chase Hall Annex B Mech Room floor plan CHASE B FLR SUB‐BASEMENT AS OF 11‐18‐

Chase Hall All Floors CHASE COMPLEX ALL FLOORS

Utility Files for CGA Master Utility Map 9‐6‐23

Billard Hall Subbasement floor plan(October 2010)

BILLARD BLDG FLOOR BSMNT

Billard Hall Basement floor plan (October 2010)

BILLARD BLDG FLOOR SUB BSMNT

Michel Hall Basement floor plan (October 2010)

MICHEL HALL BLDG FLOOR BSMT

Attachment 9 ‐ Photos (Number of Photos)

Alumni Center Various Photo (1)

Billard Hall to Rolland Hall Tunnel Various Photos (3)

Cadet Field ‐ Surface Various Photos (7)

Cadet Field Main Tunnel Various Photos (14)

Chase Hall Various Photos (11)

Hamilton Hall Tunnels Various Photos (11)

McAllister Hall Tunnel Various Photos (8)

McAllister to Michel Hall Tunnel Various Photos (18)

Mechanical Rooms (Billard, Chase B, Michel, Chase C, Yeaton, Munroe, Johnson Hall)

Various Photos (32)

MH5‐MH6 Steam Tunnel Various Photos (14)

MH6‐MH7 Steam Tunnel Various Photos (15)

Yeaton Hall Branch Connection in McAllister Hall

Various Photos (2)

Aerial CGA 8‐18‐21 Various Photo (1)

SECTION 01110 - Page 1

SECTION 01110_SUMMARY OF WORK AND GENERAL PARAGRAPHS

Part 1 GENERAL

1.1 SCOPE OF WORK

1.1.1 Project Description

BASE BID - Design-build the Recapitalization of the Central Steam Distribution located at the Coast Guard Academy at New London, CT. Do the work according to this specification and as shown on the enclosed drawing sheets. Do the work according to this specification and as shown on the Government-accepted, Contractor-originated drawings.

The project has 3 additive bid items, as follows:

OPTION 001

OPTION 002

OPTION 003

See RFP Drawings Sheets and RFP Section 1800 1.1 – 1.3 for a narrative detailing of each OPTION.

1.1.2 Location

The work is located at the U.S. Coast Guard Academy at New London, CT.

1.2 DEFINITIONS

The following terms are defined as follows:

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

(b) FDCC: Facilities Design & Construction Center

(c) USCGA or CGA: Coast Guard Academy

(d) FE: Facility Engineer

(e) KO: Contracting Officer

(f) PM: FDCC Project Manager

(g) COR: FDCC Contracting Officer's Representative

(h) A/E: Architect-Engineering Firm

(i) GCI: Government Contracted Inspector

(j) QAM: Contractor's Quality Assurance Manager

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

(l) KR: Contractor

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

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

1.3 REFERENCES AND ORDER OF PRECEDENCE

Where specifications or standards documents are referenced in these Contract documents, they apply as if they were incorporated into the contract, except if specifically noted otherwise. If there are

SECTION 01110 - Page 2 differences between referenced documents and any contract documents the following precedence applies.

(a) Contract

(b) RFP Specification

(c) RFP Drawings

(d) References

(e) Applicable code or standard governing the work in question

1.4 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.

1.5 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….”

1.6 OTHER BASE 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.

1.7 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Before work is started, arrange with the CGA FE Office a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

The contractor is advised that all areas not within the immediate limits of construction will be occupied throughout the contract period including summer months. All entrances, exits, and access to all buildings must be maintained functional and safe at all times. The contractor will be required to protect facility users from all hazards of construction activities including installation of safety fencing, plywood walkways when necessary and means for overhead protection from potential falling objects when working above a building entryway or walkway.

1.7.1 Coordination with Occupants:

a. The work shall be conducted by the contractor to provide the least possible interference to the activities of government personnel.

SECTION 01110 - Page 3

b. Government will occupy the site and parts of the building, as well as adjacent buildings, during entire construction period, with the exception of areas under construction. The contractor shall schedule and perform the work so as not to interfere with the Government’s operations and shall cooperate with Government during construction operations to minimize conflicts and facilitate Government usage.

1.8 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.9 NEW UTILITY SERVICES

Make all arrangements with the local utility providers and pay all fees, charges, and costs of any nature associated with establishing and installing new temporary (during construction) and subsequent permanent utility services required to ensure permanent and uninterrupted utility service at project completion.

The 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, 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 utilities within the base are owned by the Government.

The local electrical provider is as follows:

Provider Utility/ Service Telephone POC

USCG Academy Public Works All (860) 444-8558 Public Works Officer

City of New London/ Veolia Water (860) 447-5222 Kathryn Willis

City of New London/ Veolia Sanitary (860) 447-5222 Kathryn Willis

Eversource Electricity (800) 286-2000

Eversource Natural Gas (800) 688-7276

USCG Academy Telephone Tele Demarc (860) 444-8273 LTJG Colin Bird

AT&T Telephone (800) 448-1008

1.9.1 Water. There will be no charge to connect to the Government water lines.

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

1.9.3 Gas. Natural gas is not applicable.

1.9.4 Telephone Service. Temporary telephone service to the contractor’s trailer is available via the local telephone company at the contractor’s expense.

SECTION 01110 - Page 4

1.9.5 Electrical. There will be no charge to connect to the Government electrical lines.

1.10 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities. Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.10.1 Notification Prior to Excavation. Notify the Contracting Officer, COR, and the cognizant utility companies at least 48 hours prior to starting excavation work.

1.10.2 Other Underground Utilities Requirements

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

b. The underground utility locations shown on the drawings are not exact. The local “Call Before You Dig“ (CBYD) service does NOT provide locating/marking services for Academy-owned utilities (e.g. water, sanitary sewer, storm drainage, electrical, steam, chilled water, etc.).

c. Prior to any excavation, use a private utility locator service, at contractor expense, to locate underground utilities.

d. Mark the excavation route and intersecting utilities.

e. Where excavation will cross an existing utility line, use hand tools to excavate for 5 feet on each side of the intersection location shown on the drawings.

f. Once exposed, protect underground utilities from damage.

g. See Sect 01140 WORK RESTRICTIONS for Utility Cutovers and Interruptions

1.11 GOVERNMENT-FURNISHED ITEMS. NONE

1.12 RELOCATED EQUIPMENT AND ITEMS

Disconnect, dismantle if necessary, remove, relocate, reinstall, connect, and test items shown on the drawings. Cap disconnected service lines. Provide mechanical and electrical service connections, fittings, fastenings, and other materials needed to assemble and install relocated equipment. Before disconnecting or relocating items, inspect the items in the presence of the COR to determine their existing condition. The contractor is responsible for damage sustained by the items after this inspection.

SECTION 01110 - Page 5

1.13 SAFETY PRECAUTIONS

a. All contractors, foremen, mechanics, and laborers are required to have completed annually a course of at least ten hours in duration in construction safety and health approved by the federal Occupational Safety and Health Administration.

b. The contractor shall hold a weekly job site safety meeting with focus on safe work practices and recognizing and preventing hazards on a construction site. Contractor shall submit a construction Safety and Health Plan prior to construction.

c. These construction documents and the construction work hereby contemplated shall be governed at all times by applicable provisions of federal regulations, including, but not limited to, the current edition, with the latest amendment(s) of William-Steiger Occupational Safety and Health Act of 1970 (OSHA), Public Law 91-596; Part 1926 - Occupational Safety and Health Standards, Chapter XVII of Title 29, Code of Federal Regulations (29 CFR Part 1926).

d. Tag/Lock Out of mechanical and electrical equipment: All mechanical or electrical equipment that need to be taken offline (temporarily or permanently) shall be coordinated with the COR and USCGA Public Works 72 hours in advance. Equipment requiring tag/lock out shall only be conducted with USCGA Public Works personnel present. All equipment tagged/locked out shall be done so that the contractor and USCGA each have their own tags and locks in place.

Equipment shall not be brought back online unless USCGA Public Works personnel are present. Coordinate with COR and Public Works 72 hours in advance of restoring equipment to service.

e. The contractor shall notify and obtain a hot work permit from the base Damage Control Senior Chief or Duty Engineer via the COR at least 24 hours prior to the start of any construction practices which may affect or impair any fire protection system, or which may present a fire hazard (i.e., sanding, welding, grinding, applying hot tar, burning, and utilizing of any flame producing device). The contractor shall have and maintain an appropriate functioning fire extinguisher in the work area, for the type of work being done and the materials present. The contractor shall comply with OSHA, NFPA, and base fire and safety regulations.

f. The Duty Engineer can silence or isolate all or part on the fire alarm (FA)/mass notification system (MNS). If the contractor requires access to modify, add to, relocate, etc. any part of the existing FA/MNS systems the work must be performed by a technician certified and authorized by the respective system manufacturer. FA is Notifier (out of New Haven, Connecticut) and MNS is Signal Communications (out of Massachusetts).

g. Protective scaffolding, work scaffolding, and staging where required for safe entry and egress from building entrances and/or performance of the work shall be installed per an approved scaffolding plan signed and sealed by a qualified professional engineer.

h. Follow the USCGA Confined Space Identification and Entry Program for access and work performed in a confined space.

1.14 PROJECT SITE MAINTENANCE

a. The contractor shall perform daily clean-up of work site, dumpsters, and storage area. All dumpsters shall be covered and watertight.

b. The contractor shall take action to prevent the spread of construction dust and paint/topping material fumes to the occupied areas of the building, at all times. Provide temporary dustproof partitions and temporary enclosures to limit dust, dirt, fumes, and noise migration and to separate occupied areas from construction areas.

SECTION 01110 - Page 6

c. The contractor shall be responsible for the protection of all government property during the construction project and shall be required to hire a professional cleaner at the completion of the project to thoroughly clean those area(s) of the building contaminated/soiled by construction operations, dust, and debris, restoring the affected area(s) to original condition.

d. The contractor shall also protect plants, shrubs, fences, and structures within the construction area.

1.15 MINOR DEMOLITION, CUTTING, AND PATCHING:

Provide Contracting Officer 24-hour notice before commencing demolition.

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

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

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

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

(e) Disassemble, disconnect, cut, remove, and alter existing construction and equipment without damaging other construction or equipment that is to remain or be reused. Cut and remove to the limits shown on the drawings, or, if not shown, to the minimum extent necessary for the proper installation of new work. Piping shall be removed and capped so as to be concealed in the finished work.

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

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

(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.

(j) 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.

SECTION 01110 - Page 7

Part 2 PRODUCTS

NOT USED.

Part 3 EXECUTION

END OF SECTION

SECTION 01140 - Page 1

SECTION 01140_WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. The Boiler Central Steam Plant will remain in operation during the entire construction period.

The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity. The Boiler plant provides steam for domestic water heating and Building Heat during the fall/winter periods. If Contractor is going to disrupt steam service from the Boiler Central Steam plant, they must provide steam or hot water.

See Section 15550, Temporary Boiler Plant Specifications for more information.

c. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

The contractor will be working on an operational Coast Guard installation. Perform and conduct the work to minimize interference with Coast Guard operations. Ensure that Contractor personnel employed on the Activity become familiar with and obey base safety, fire, traffic, and security regulations. Contractor personnel are not allowed in facilities not directly related to the work required under this contract. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, including delivery vehicles, are clearly identified with their company name.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors for use in the event of an emergency. The list shall include the following minimum items: Name of employee, current address, and social security number, date of birth, citizenship and gender. The list shall be submitted to the COR, a minimum of two weeks prior to starting work. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site.

1.2.1.2 Additional Personnel Requirements

General Construction and Finish Work. U.S. citizens or U.S. persons should be the default for projects within the U.S. and its territories.

1.2.1.3 Installation Access

The Coast Guard Academy 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 Facility Engineer a minimum of 7 days prior to the personnel arriving. Individuals without

SECTION 01140 - Page 2 proper ID will be escorted off the Coast Guard premises.

1.2.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours will consist of an 9 hour period, between 7 a.m. and 4:00 p.m. local time, Monday through Friday, excluding Government holidays.

The contractor will not be allowed base access during weather related base closure or delayed openings. Call USCG Academy Storm Information Hotline (860) 701-6110 for latest information.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 72 hours prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.2.4 Exclusionary Period

No work may be performed during the following dates, inclusive, without prior written approval of the Contracting Officer. The contractor will not be allowed to work anywhere on campus during the following “BlackOut” dates due to special events. The contractor must also secure and clean work area prior to these events. The dates are shown for year 2025 but are annual requirements.

- Commencement week: May 19, 2025 – May 23, 2025

- R-Day (Fourth Class Reports): June 30, 2025

- Parents Weekend (Friday thru Sunday): September 19, 2025 – September 21, 2025

- Homecoming Weekend (Friday thru Sunday): October 17, 2025 – October 19, 2025

Dates may shift, please verify with COR/CG Facilities Engineer and plan accordingly. Coordinate all black-out dates for 2024 and beyond with the COR/CG Facilities Engineer. Dates will be similar but may change each year. See Attachment 1 for other important dates at the Coast Guard Academy.

1.2.5 Occupied and Existing Buildings

The Contractor shall be working in and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer. The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer. Provide dust covers or protective enclosures to protect existing work that remains, and Government material during the construction period. Relocate movable furniture approximately 6 feet away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.2.6 Utility Cutovers and Interruptions

1.2.6.1 Before interrupting or shutting down any utility, make a request for the interruption to the Contracting Officer at least 14 days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption.

SECTION 01140 - Page 3

Do not interrupt utilities until authorized by the Contracting Officer. Confirm scheduled utility interruptions with COR and Academy Facilities Engineering Dept. at least 72 hours before interruption and obtain written approval.

1.2.6.2 Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph

WORK OUTSIDE REGULAR HOURS.

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

1.2.6.4 Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and steam are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS

1.2.6.5 Preferred electrical change-over period shall start after Graduation and end before Reporting in Day for 4th Class as indicated above. If this cannot be accommodated, the Contractor shall coordinate with the CG Facilities Engineer.

1.2.6.6 Operation of Base Utilities: The Contractor must not operate nor disturb the setting of control devices in the base utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.2.6.7 Contractor shall exercise extreme care in the vicinity of the New London sanitary sewer line on Bibb Street. Contractor shall provide a plan and have resources on hand to deal with any accidental breach of New London’s sanitary sewer line. Note that this line is fed from a New London lift station that provides sanitary sewer service to the North portion of New London.

1.2.6.8 Before starting any work the contractor shall locate all shut-off valves and disconnect switches for all utilities serving and passing through the work area for shut-off or disconnect of utilities in an emergency

1.2.7 Other Contractor Instructions

1.2.7.1 The contractor’s use of the buildings is limited to the immediate project site and adjacent areas as required for the work. The contractor shall not obstruct existing corridors, means of egress, or emergency exits and shall take all precautions necessary to protect the building and its occupants during the construction period. If the contractor needs to temporarily close an emergency exit, they shall provide a revised building evacuation plan and signage that meets code and provides for the safe evacuation of the building occupants in an emergency.

1.2.7.2 The contractor shall maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

1.2.7.3 While working at the Academy, workers shall stop all exterior work, stand, and face the flag for colors. Colors are the raising and lowering of the America flag. Morning colors are at 0800 and evening colors are at sunset. Colors are announced by a short bugle call 5 minutes before colors. Colors are accompanied with music. The end of colors are announced with another short bugle call.

1.2.7.4 Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Government occupancy with Government. Obtain COR’s written permission before proceeding with disruptive operations.

SECTION 01140 - Page 4

1.2.8 Delivery, Storage, and Handling 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. Government equipment may not be used for unloading or delivery of contractors’ materials to the work site. Deliver, store, and handle products and materials according to the manufacturer's printed instructions and as follows:

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

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

c. Store fabricated products off the ground on platforms, blocking, or skids. Cover or protect products that may discolor or deteriorate due to exposure to the elements. Provide ventilation to avoid condensation.

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

e. Follow “Haul Route” provided in drawing C100 utilizing gate on Deshon Street for site access.

Part 2 PRODUCTS

NOT USED.

Part 3 EXECUTION

-- End of Section –

SECTION 01140 - Page 5

SECTION 01140 - Page 6

SECTION 01200 - Page 1

SECTION 01200_PRICE AND PAYMENT PROCEDURES

This section covers the submittal requirements for design-build progress payments.

1.1 SCHEDULE OF PRICES

1.1.1 Data Required

Within 30 calendar days of Contract Award, prepare and deliver to the Contracting Officer a Schedule of Prices as directed by the Contracting Officer. Schedule of Prices must have cost summarized and totals provided for each construction category. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.1.2 Payment Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. For design phase progress payment(s), the Schedule of Prices must include detailed design activities and general (summarized) approach for the construction phase(s) of the project. The Schedule of Prices must be fully developed with detailed construction line items as design progresses. The complete design and construction Schedule of Prices must be submitted and accepted prior to starting construction work.

For Fast-Tracked or Critical Path Submittals of construction projects, the Schedule of Prices must include detailed design and construction line items for each fast-tracked/ critical path phase(s), submitted to and accepted by the Contracting Officer during the Post Award Kickoff Meetings and confirmed prior to starting construction work in that phase. Additionally, the Schedule of Prices must be separated as follows:

a. Primary Facilities Cost Breakdown: Defined as work on the primary facilities out to the 5 foot line. Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown: Defined as site work, including incidental work, outside the 5 foot line.

1.1.3 Additional Schedule of Prices Instructions

The Schedule of Prices shall be prepared in conjunction with the development of the complete performance schedule. The contractor may elect to separate the design activities from the construction activities. However, the items listed on the schedule of prices (construction portion) shall match the activities listed on the complete network schedule.

Additionally, the contractor is to separately summarize the construction and design costs associated with the assets listed on the provided Project Management Data Sheet (PMDS).

This is a one-time requirement and shall be shown either on the Schedule of Prices form or a separate sheet attached to the Schedule of Prices form. Prepare and deliver to the Contracting Officer a schedule of prices on the forms furnished by the Government. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, design phases, unit prices and extended prices therefore.

SECTION 01200 - Page 2

1.1.3.1 Design Phase Schedule of Prices during Design

a. Initial Design Phase - The following design and permit sub-categories shall be included and values provided on the schedule of prices:

Draft Permit(s) for review Final Permit (ready for signatures) 35% Civil (if applicable see section 1802) 65% Construction Design Submittal Final Construction Design Documents Submittal Corrected Final Construction Design Documents Submittal Any Design Option

b. Design Phase Schedule of Prices during Construction. The following design sub-categories shall be included, and values provided on the schedule of prices:

Construction Submittal Reviews As-Built Drawings Site Visits During Construction & Final Inspection. See Section 01802, Construction Design Documents, paragraph 1.11 Site Visit Inspections, for Scope of Work for Site visits and inspections by the Designer of Record.

1.1.3.2 Construction Phase Schedule of Prices

a. As noted before, the schedule of prices shall be prepared in conjunction with the development of the complete performance schedule. The items listed on the schedule of prices (construction portion) shall match the activities listed on the complete network schedule. Use unit prices for items when practical (provide quantities, units, labor and materials). Allocate overhead expenses such as field superintendent, temporary facilities and general conditions across all line items; do not show as individual expenses in the schedule of values. The bonds may be billed separately upon receipt by the government.

Once approved, the values listed in the schedule of prices shall not be changed. The fields for the schedule of prices are defined below:

b. ID # - The identification or activity number shall be obtained from the complete performance schedule. ID #’s shall not change after the schedule of prices is approved by the Government.

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

1.2 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the EP 1110-1-8.

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

1.3 CONTRACTOR'S INVOICE

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232- 27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed- Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

SECTION 01200 - Page 3

a. Certification of Progress Payments Under Fixed-Price Construction Contracts form.

b. Contractors Monthly Estimate for Voucher form, showing in summary form, the basis for arriving at the amount of the invoice. Form must include certification by Construction Inspector and COR as required by the Contract.

c. Contractors Monthly Payable by CLINS/Suffix form.

d. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

Updated Construction Progress Schedule and tabular reports required by the contract.

Updated submittal register.

Certified payrolls.

Updated testing logs.

Monthly Work-hour report.

Contractor Safety Self Evaluation Checklist.

Solid Waste Disposal Report.

Other supporting documents as requested.

1.4 CONTRACTOR MONTHLY VOUCHER ESTIMATE FORMAT

The contractor's monthly voucher estimate consists of the approved Schedule of Prices and the data elements below.

a. Percent of Installation Complete to Date: Insert the percent complete value for this activity.

b. Material Invoices Submitted to Date: The sum of the paid material invoices for the specific activity…