01_SPECS_PN13611688.pdf

Seward Construct Housing 13611688

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 11/21 SUMMARY OF WORK

01 14 00 11/21 WORK RESTRICTIONS

01 20 00 11/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/21 ADMINISTRATIVE REQUIREMENTS

01 32 16 11/21 PROJECT SCHEDULES

01 33 00 11/21 SUBMITTAL PROCEDURES

01 35 26 11/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/21 QUALITY CONTROL

01 50 00 11/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 07/23 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 11/21 CLOSEOUT SUBMITTALS

01 78 23 11/21 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 9: 08/24 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 20 05/22, CHG 1: 08/24 POST-INSTALLED CONCRETE ANCHORS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 18 00 08/23 GLUED-LAMINATED CONSTRUCTION

06 20 00 08/24 FINISH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 08/23 BOARD AND BLOCK INSULATION

07 21 16 11/21 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 04/22 BUILDING AIR BARRIER SYSTEM

07 31 13 11/21 ASPHALT SHINGLES

07 60 00 11/21 FLASHING AND SHEET METAL

07 84 00 11/21 FIRESTOPPING

07 92 00 11/21 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 11/21 STEEL DOORS AND FRAMES

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

08 22 20 11/19 FIBERGLASS REINFORCED PLASTIC (FRP)

DOORS AND FRAMES

08 36 13 08/20 SECTIONAL OVERHEAD DOORS

08 53 00 11/21 PLASTIC WINDOWS

08 71 00 11/21 DOOR HARDWARE

08 81 00 11/21 GLAZING

PROJECT TABLE OF CONTENTS Page 1

DIVISION 09 - FINISHES

09 29 00 11/21 GYPSUM BOARD

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 68 00 11/24 CARPETING

09 90 00 11/21 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 31 13 08/17, CHG 2: 11/24 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 08/17, CHG 2: 11/18 WINDOW BLINDS

DIVISION 22 - PLUMBING

22 00 00 05/24, CHG 1: 11/24 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 15 05/22, CHG 2: 08/24 COMMON PIPING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 08/24 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00 05/23, CHG 1: 08/24 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00 08/24 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 53.00 20 02/10, CHG 3: 08/24 SPACE TEMPERATURE CONTROL SYSTEMS

23 09 93 11/15 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 21 23 08/17 HYDRONIC PUMPS

23 30 00 02/25 HVAC AIR DISTRIBUTION

23 52 00 04/08, CHG 5: 11/19 HEATING BOILERS

23 72 00 05/24 ENERGY RECOVERY SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 48 11/23 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 05 73 08/23 POWER SYSTEM STUDIES

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 13.43 05/20 TELEVISION DISTRIBUTION SYSTEM

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

PROJECT TABLE OF CONTENTS Page 2

28 31 60 08/20 INTERIOR FIRE ALARM SYSTEM,

NON-ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 35 19.13 02/21 GEOGRID SLOPE PROTECTION

31 63 26.60 11/20, CHG 2: 02/24 HELICAL PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 05/22 AGGREGATE BASE COURSE FOR FLEXIBLE

PAVING

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 31 13 11/21 CHAIN LINK FENCES AND GATES

32 31 29 11/21 WOOD FENCES AND GATES

32 32 23.13 02/20 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 08/17, CHG 1: 08/21 SEEDING

DIVISION 33 - UTILITIES

33 11 00 08/24 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 52 40 05/25 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 56 10 05/25 FACTORY-FABRICATED FUEL STORAGE TANKS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

11/21

PART 1 GENERAL

1.1 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. In the event a Government representative 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.

The Contracting Officer may designate in writing a Contracting Officer's Representative (COR) to act on the Contracting Officer's behalf in certain technical areas. A copy of such designation will be provided to the Contractor.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Work includes construction of a 4-bedroom duplex, a 3-bedroom duplex, an ADA compliant 4-bedroom duplex, an accessory Support Building (Bid Option), associated site improvements, and incidental related Work.

1.2.2 Location

The Work is located in Seward, Alaska. The exact location will be shown by the Contracting Officer.

1.2.3 Brand Name Products

Specific products listed in this contract, either in the plans (drawings) or the specifications, represent a basis of design and the contractor can provide equal products or better.

1.3 REFERENCES

The publications listed below form a part of this Specification Section to the extent referenced. The publications are referred to within the text by the basic designation only.

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 52.236-7 Permits and Responsibilities

SECTION 01 11 00 Page 1

FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

FAR 52.236-21 Specifications and Drawings for Construction

FAR 52.245-1 Government Property

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-22 (2022; Supp 1 2023; Supp 2 2023) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

CITY AND BOROUGH OF JUNEAU (JUNEAU)

JUNEAU 04 CBJAC City and Borough of Juneau Administrative Code

JUNEAU CO TITLE 19 City and Borough of Juneau Code of Ordinances Title 19 - Building Regulations

JUNEAU CO TITLE 75 City and Borough of Juneau Code of Ordinances Title 75 - Utilities

CITY OF CORDOVA (CORDOVA)

CORDOVA CO TITLE 13 City of Cordova Code of Ordinances Title 13 - Streets, Sidewalks, and Public Places

CORDOVA CO TITLE 16 City of Cordova Code of Ordinances Title 16 - Building Codes

CITY OF HOMER (HOMER)

HOMER SCS City of Homer Standard Construction Specifications

HOMER CITY CODE City of Homer City Code

CITY OF KODIAK (KODIAK)

KODIAK SCSSD City of Kodiak Standard Construction Specifications & Standard Details - 2012 Edition

KODIAK CC TITLE 14 City of Kodiak City Code Title 14 - Buildings and Construction

CITY OF PETERSBURG (PETERSBURG)

PETERSBURG CPSS 10 City of Petersburg Standard Construction

SECTION 01 11 00 Page 2

Specifications Division 10 - General Provisions

PETERSBURG MC TITLE 17 Petersburg Borough Municipal Code Title 17

- Buildings and Construction

CITY OF SEWARD (SEWARD)

SEWARD 2030 CSCP VOL. I City of Seward 2030 Comprehensive Plan - Volume I

SEWARD CO TITLE 12 City of Seward Code of Ordinances Title 12

- Buildings and Construction

CITY OF SITKA (SITKA)

SITKA GC TITLE 14 City and Borough of Sitka General Code Title 14 - Streets and Sidewalks

SITKA GC TITLE 19 City and Borough of Sitka General Code Title 19 - Building and Construction

CITY OF VALDEZ (VALDEZ)

VALDEZ MC TITLE 15 City of Valdez Municipal Code Title 15 - Buildings and Construction

FEDERAL ACQUISITION REGULATIONS (FAR)

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

ICC IECC (2015) International Energy Conservation Code

ICC IFGC (2018) International Fuel Gas Code

ICC IMC (2018) International Mechanical Code

ICC IPC (2018) International Plumbing Code

ICC/ANSI A117.1 (2009) Accessible and Usable Buildings and Facilities

KETCHIKAN BOROUGH (KETCHIKAN)

KETCHIKAN CO TITLE 12 Ketchikan Borough Code of Ordinances Title 12 - Streets, Sidewalks, and Public Places

KETHCHIKAN CO TITLE 19 Ketchikan Borough Code of Ordinances Title 19 - Building Regulations

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1 (2018) Fire Code

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

SECTION 01 11 00 Page 3

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 101 (2018; TIA 18-1; TIA 18-2; TIA 18-3) Life Safety Code

U.S. COAST GUARD BASE KODIAK (BASE KODIAK)

BASE KODIAK SCS U.S. Coast Guard Base Kodiak Standard Construction Specifications

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.4 DEFINITIONS AND ABBREVIATIONS APPLICABLE TO SPECIFICATIONS

Definitions specific to certain sections are further defined in their respective sections. Unless specifically noted otherwise or defined by a different Specification Section, the following words and abbreviations have the general meaning defined below for the technical portions of the Work:

Architect-Engineering (A/E and AE) Firm: The firm responsible for preparing Construction Contract documents (drawings and technical specifications) and serving as the Designer of Record (DOR).

Contract: The binding agreement between the Government and the Contractor and all associated and referenced documents including but not limited to Task Orders, Drawings, Specifications, Amendments, Modifications, and Addenda.

Contracting Officer (KO): The Government official having overall authority for administrative contracting actions.

Contractor: The primary firm or group responsible for execution of the Work.

Day(s): Calendar day(s), unless otherwise indicated.

Designer of Record (DOR): A registered design professional contracted by the Government as an A/E responsible for the overall design and review of submittal documents prepared by others. The DOR is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in state in which the design professional works.

The DOR is also referred to as the Engineer of Record (EOR) in design code documents.

Furnish: To supply and deliver to the Site, to unload and unpack ready for assembly, installation, testing, and start-up.

Indicated: Used to direct the Contractor to information contained on the Drawings or in the Specifications. Terms such as "shown," "noted,"

SECTION 01 11 00 Page 4

"scheduled," "specified," and "defined" also may be used to assist in locating information but no limitation of location is implied or intended.

Install: Defines operations at the Site including assembly, erection, placing, anchoring, applying, shaping to dimension, finishing, curing, protecting, and cleaning, ready for the U.S. Coast Guard use.

Installation: When used to indicate a location, the term "Installation" is defined as the site owned or operated by the U.S.

Coast Guard where the Project Work will occur.

Installer: Defines a person or firm engaged by the Contractor or any subcontractor to execute a specific portion of the Work.

Provide: To furnish and install, ready for intended use.

Subcontractor: Defines a person or firm engaged by the prime Contractor or any of their subcontractors.

United States Coast Guard (USCG): The U.S. Coast Guard, this term is used interchangeably with "Government" in these Specifications.

Work: The term "Work" refers to all aspects of the Project.

1.5 CONFLICTS

Where Specifications or standards documents are referenced in these Contract documents, they apply as if they were incorporated into the Contract, except if specifically noted otherwise. If there are differences between referenced documents and any Contract documents see FAR 52.236-21 and notify the Contracting Officer of any discrepancies.

1.6 GENERAL WORKING CONDITIONS

Working conditions for this Work are based on typical weather information and established engineering data as follows; the Contractor shall verify actual conditions based on established databases (e.g., National Weather Service, NOAA, etc.). The following information is intended to provide a Project baseline for preliminary scheduling and design considerations.

The following information should NOT be used for final design or materials/installation requirements. The following also includes weather data reflecting established normals, the weather data listed below is not intended reflect record extremes (e.g., record high/low temperatures).

Contractor shall verify actual conditions and refer to the Technical Specifications for design and materials/installation requirements.

1.6.1 Wind

1.6.1.1 Prevailing Wind

Prevailing wind information is based on data as published by Iowa State University's Iowa Environmental Mesonet at https://mesonet.agron.iastate.edu/sites/locate.php?network=AK_ASOS , select a station and then select the "Wind Rose" tab.

North at 7.8 knots (9 MPH)

SECTION 01 11 00 Page 5

1.6.2 Temperature and Precipitation

Temperature and precipitation data is based on 1981-2010 Normals (latest available three-decade averages) as published by NOAA National Climate Data Center (NCDC): https://www.ncdc.noaa.gov/cdo-web/datatools/normals .

The values indicated are the average of all available stations' reported data in the general vicinity of the Project Site.

1.6.2.1 Temperature

a. Maximum Temperature: 63.4 Degrees F

b. Minimum Temperature: 16.1 Degrees F

c. January Average Mean Temperature: 22 Degrees F

d. July Average Mean Temperature: 55.3 Degrees F

1.6.2.2 Precipitation

1.6.2.2.1 Annual Precipitation

a. Average Annual Precipitation: 71.82 Inches

b. Maximum Annual Precipitation: 102.45 Inches

1.6.2.2.2 60 Minute Duration Rainfall Rates

a. 25 Year Normal: .88 Inch/Hour

b. 100 Year Normal: 1.15 Inch/Hour

1.6.3 Frost Protection

General frost protection information is provided below for water lines and is based on the minimum requirements of local building codes and city standards. ALWAYS verify required coverage for all items. The following is not intended to provide general coverage requirements for building structures (e.g., footings and foundations). Coverage requirements may also vary depending on the the type of utility and service.

Frost Protection: 9 FT Cover minimum, also refer to SEWARD CO TITLE 12 for additional requirements.

1.7 PERMITS

Contractor's responsibility for permits is discussed in FAR 52.236-7 Permits and Responsibilities. 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.

1.8 LOCATION OF UTILITIES

Locations of existing utilities indicated on site surveys, utility maps, and other Drawings are approximate only. The Government is not responsible for he accuracy of the information provided.

Contractor shall be responsible for locating and marking ALL utilities

SECTION 01 11 00 Page 6 within the limits of construction and shall comply with State and local requirements for locating and marking underground utilities.

Contractor shall field verify accuracy of all existing utility locations whether shown or not on the Contract Drawings, within the Area of Work.

Contractor shall contact commercial utility companies direcly and the Contracting Officer to obtain all utility information (e.g., seam, potable water, deluge, sanitary sewer, power, telephone, cable TV, etc.).

Contact local utility locating service to mark utilities or use a private utility locator service, at Contractor expense, to locate underground utilities. Identify and mark all other utilities not managed and located by the local utility companies.

Contractor shall obtain approval of all necessary permits with utility companies, U.S. Coast Guard, and any other regulatory agencies prior to excavating. See Sections 01 14 00 WORK RESTRICTIONS and 01 57 19 Temporary Environmental Controls for additional regulatory requirements related to excavation and digging.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 7

SECTION 01 14 00

WORK RESTRICTIONS

11/21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Specification Section to the extent referenced. The publications are referred to within the text by the basic designation only.

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 52.204-2 Security Requirements

FAR 52.223-3 Hazardous Material Identification and Material Safety Data

FAR 52.236-6 Superintendence by the Contractor

FAR 52.249-10 Default (Fixed-Price Construction)

FAR 52.236-8 Other Contracts

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contract Personnel

Vehicle List

Emergency Contacts

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Quarters

Government quarters are not available for use under this Contract.

1.3.2 U.S. Coast Guard Installation Regulations

Ensure that Contractor personnel employed for the Work become familiar with and obey U.S. Coast Guard Installation regulations including safety, fire, traffic and security regulations. 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. Mark Contractor equipment for identification.

1.3.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on

SECTION 01 14 00 Page 1 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.

1.3.4 Emergency Contacts

Maintain an after-working hours contact point, and provide the Contracting Officer with a telephone number, so that the Government may contact the Contractor at any time in case of emergency.

1.3.5 List of Contract Personnel

14 days prior to the commencement of Work, submit a complete List of Contract Personnel of the Contractor and subcontractors including names, ages, addresses, telephone numbers for use in the event of an emergency, driver's license/identification card numbers, and expected on-site duration.

As changes occur and additional information becomes available, correct and change the information contained in previous lists. For any additional personnel identified throughout the performance of this Project, submit the above information a minimum of 7 days prior to the personnel arriving.

1.3.6 Working Hours

Regular working hours consist of an 10 hour hour period, between 7 a.m.

and 5:00 p.m., Monday through Friday, excluding Government holidays.

No Work requiring Government coordination (including but not limited to moving vehicles, aircraft, or other equipment) or inspection Work is allowed on weekends or Federal holidays.

1.3.7 Work Outside Regular Hours

Work outside regular working hoursincluding Work to support outages, requires Contracting Officer approval. Make application 10 calendar days 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 Site.

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.

If the Contractor desires to consistently work outside of regular hours, a formal written request shall be made to the Contracting Officer 7 days in advance. Requests to work outside regular working hours may be granted at the convenience of the Government.

1.4 SECURITY REQUIREMENTS

1.4.1 Personnel List

Contractor's superintendent shall keep a daily sign in log for all staff and all subcontractors and visitors on this Contract. The list shall match the List of Contract Personnel and may be reviewed periodically by the Contracting Officer, people not on the list shall be removed from the

SECTION 01 14 00 Page 2

Site.

1.4.2 Identification

All personnel shall carry proper ID when on-site. Proper ID is defined as either the individual's driver's license, or state federal picture ID or Passport compliant with Real ID Act. The identification must be laminated, and show a facial picture of the individual. Individuals without proper ID will be escorted off the U.S. Coast Guard premises.

1.4.3 Vehicle List

Contact the Contracting Officer regarding regulations concerning vehicle passes. Furnish a complete list of over-the-road vehicles and construction equipment to the Contracting Officer. The list shall include the make, model, year built, and identifying marks.

All vehicles entering the Site must present and carry proof of insurance at all times.

1.5 SHIPMENT AND STORAGE OF MATERIALS AND EQUIPMENT

1.5.1 Shipment of Materials and Equipment

All shipment of materials, equipment and/or supplies by the Contractor to the Project Site shall be addressed to the Contractor, not to the Government. The Contractor must directly recieve all shipments; the Government will not accept shipments.

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

All loads shall be covered and secured in accordance with State of Alaska regulations. Any trucks found in violation of this requirement may be subject to immediate removal from the project site.

All materials and equipment subject to damage during transportation, including but not limited to discoloring or deterioration from the elements, shall be shipped in weather tight enclosures. Provide ventilation to avoid condensation. Maintain temperature and humidity within the ranges stated in the manufacturer's printed instructions.

Hazardous material shipment and identification requirements shall be in accordance with Sections 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, and 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT and as stated in FAR 52.223-3 .

1.5.2 Storage of Materials and Equipment

Products delivered to the Project Site shall be the same as those indicated in approved submittals, do not store products on the Project Site that are not to be incorporated into the Work. Take care to prevent damage to approved products and provide storage in accordance with standard manufacturer's recommendations and as stipulated in the technical Specification sections.

Security of stored materials and equipment is the Contractor's responsibility. Provide temporary barriers, barricades, signage, covered storage, and other security measures deemed necessary to demarcate and

SECTION 01 14 00 Page 3 protect project work and storage areas. Refer to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for additional requirements.

Store materials and equipment subject to damage, discoloring, and/or deterioration from the elements in weather tight enclosures. Provide ventilation to avoid condensation. Maintain temperature and humidity within the ranges stated in the manufacturer's printed instructions.

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

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Specification Section to the extent referenced. The publications are referred to within the text by the basic designation only.

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 32.503-6 Suspension or Reduction of Payments

FAR 52.232-5 Payments Under Fixed-Price Construction Contracts

FAR 52.232-27 Prompt Payment for Construction Contracts

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of Contract Award, prepare and deliver a Schedule of Prices to 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. Costs of material, labor, equipment, subcontracts, overhead, and profit must be separately itemized for each distinct category of Work. Indirect activities (e.g., meetings, presentations, submittals, surveys, haul road or storage yard maintenance, dust control, security) will not be cost loaded. Evenly distribute indirect activity costs across the associated construction activities. 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. Additionally, provide line items for the following:

a. Final Inspection and Environmental Closeout Reports 1% of Contract Cost

b. Shop Drawings and As-Built Drawings 2% of Contract Cost

c. Operating And Maintenance Manuals 2% of Contract Cost

SECTION 01 20 00 Page 1

Only computer generated schedules are acceptable. Contractors may submit Schedule of Prices utilizing their own format if approved by the Contracting Officer or may conform to the format of the sample "Example Schedule of Prices Forms" provided upon request.

Payment can not be made until the Schedule of Prices has been accepted by the Contracting Officer. The cost associated with individual line items must accurately relate to the work activity to which it is related. Front loading of the schedule in order to receive a disproportionate payment for Work early in the Contract will result in disapproval of the Schedule of Prices

1.3.2 Real Property Assets

Update Real Property Project Management Data Sheet (PMDS) provided upon request as "Real Property PMDS" to these Specifications, cumulative percentage of construction cost for each RPUID based on the pay request being submitted. This shall be considered part of the required backup for every construction phase pay request.

The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the PMDS. The Contractor shall provide the Interim PDMS that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost. Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the Work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the Work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of the PMDS.

1.4 CONTRACT MODIFICATIONS

Cost Proposals for Modifications: Itemize every cost proposal submitted as outlined in this paragraph. Costs allocable to material, labor, equipment, subcontractors, overhead, bonding, insurance and profit must be separately itemized for each distinct category or item of Work encompassed. Include documentation such as invoices, quotes, vendor estimates, or other supporting cost figures. Clearly state in the proposal if an extension in the performance period is required. For proposals involving time extensions, include rationale for the extension and a proposed adjusted Project Schedule.

Each executed Contract modification shall be added to the end of the approved Schedule of Prices.

SECTION 01 20 00 Page 2

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of 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. Each request for payment shall include the documents listed below.

a. Request for Payment Form; a template form can be provided upon request. The Contracting Officer may approve alternate forms provided that they include the necessary information in a consistent format.

The form shall summarize the basis for arriving at the amount of the invoice. Request for Payment forms shall include certification by Contractor and Quality Control (QC) Manager.

b. An up-to-date Schedule of Prices, showing in detail the estimated cost, percentage of completion, and value of completed performance.

c. Updated Project Schedule

d. Reports required by the Contract.

e. Updated copy of submittal register.

f. Evidence that Government has reviewed and verified accuracy and completeness of redline drawings to date.

g. Certified Payroll Reports for period being invoiced.

h. Other supporting documents as requested.

Invoices not completed in accordance with Contract requirements will be returned to the Contractor for correction of the deficiencies.

1.5.2 Submission of Invoices

Only electronic payment request submissions will be accepted. A submittal form cover page is not required for payment requests. The request shall be signed and dated by a person duly authorized by the Contractor.

1.5.2.1 Frequency

Progress payment requests may only be submitted a maximum of once a month to coincide with the Monthly schedule update.

1.5.3 Monthly Pay Requests

The Contractor's pay request consists of the approved Schedule of Values, the Project Schedule Baseline, and the data columns below.

a. Activity number from the accepted Project Schedule Baseline (or

DPS)

b. Activity name from the accepted Project Schedule Baseline (or DPS)

c. Schedule of Prices: These will be the Activity values approved by the Contracting Officer.

SECTION 01 20 00 Page 3

d. Activity Percent Complete to Date: Insert the percent complete value for this activity. (Note progress will be tracked but payment will be upon 100% completion only).

e. Previously billed Activities: The value in this field is carried over from the previous months approved invoice amounts.

f. Amount requested this invoice; broken down by contract line item number (CLIN), if applicable. This shall be only items that are 100% complete at submission of the pay request.

g. Remaining Activities Amount: This value shall be the remaining Work left to complete the Contract. (Schedule of Values, minus this billing and all prior billings.)

1.5.4 Final Invoice

a. A final invoice shall be accompanied by DHS Form 700-3, Contractor's Final Release, which can be provided upon request. If the Contractor is incorporated, the Final Release shall contain the corporate seal.

An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

Payment on Work will be approved only on the percentage of Work completed as of the date of the payment request. Percentages of Work complete for each line item shall be obtained by mutual agreement between the Contracting Officer and Contractor prior to submission of the payment request to the Contracting Officer.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor;

d. Failure to provide up to date Record Drawings (see Section 01 78 00 CLOSEOUT SUBMITTALS); and

e. Failure to submit Weekly Payroll Reports (see Section 01 30 00

SECTION 01 20 00 Page 4

ADMINISTRATIVE REQUIREMENTS).

1.6.2 Approval

The Contracting Officer is the only approving authority for payment requests.

1.6.3 Payment for On-site and Off-site Materials

Materials are considered a sub-activity of a complete activity.

Activities may be divided into installation activities and materials activities. In order for material requests for payment to be considered, the material shall be per the approved submittal, on-site, inspected, approved by the Contracting Officer, and proof of paid invoices provided.

The amount requested cannot exceed the material amount identified on the approved schedule of values. If the paid invoice is less than the amount on the approved schedule of values, the remainder shall be applied to the installation phase and be billable once the activity is complete and tested.

Paid material invoices shall be legible and clearly document the type, quantity and cost of the materials covered by the invoice. The Contractor shall clearly mark on each invoice the activity number for 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.

If the Contractor orders products prior to receiving approval on required submittals, the Contractor shall be solely responsible if the submitted product is subsequently disapproved.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/21

-- End of Section --

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/25

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Specification Section to the extent referenced. The publications are referred to within the text by the basic designation only.

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 28.307-2 Liability

FAR 52.249-10 Default (Fixed-Price Construction)

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-06 Test Reports

Daily Reports

SD-07 Certificates

Weekly Payroll Reports

1.3 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this Contract.

1.4 SUPERVISION

1.4.1 Minimum Requirements

Have a qualified Superintendent, or Contracting Officer approved alternate, on the Project Site at all times during the performance of the Work.

SECTION 01 30 00 Page 1

Have a Quality Control (QC) Manager on the Project Site at all times during the performance of the Work. The Superintendent may not serve as the QC Manager. Refer to Section 01 45 00 QUALITY CONTROL for the detailed requirments and job duties expected of the Quality Control Manager.

Have a Site Safety and Health Officer (SSHO) on the Project Site at all times during the performance of the Work. The Superintendent or the QC Manager may serve as the SSHO or a separate individual may be appointed.

Refer to Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS for the detailed requirments and job duties expected of the Site Safety and Health Officer.

Have an Environmental Manager on the Project Site at all times during the performance of the Work. The Superintendent or the QC Manager may serve as the Environmental Manager or a separate individual may be appointed.

Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for the detailed requirments and job duties expected of the Environmental Manager.

1.4.2 Qualifications

The Project Superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on Projects similar in size and complexity. The individual must be familiar with the requirements of 29 CFR 1910 and 29 CFR 1926 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and Construction Drawings. The qualification requirements for the alternate superintendent are the same as for the Project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the Project. The superintendent or qualified alternative must be on-site at all times during the performance of this Contract until the Work is completed and accepted. Unless approved otherwise by the Contracting Officer, the Project superintendent may not be assigned to any other projects or efforts besides the Project and Work included under this Contract.

The Quality Control Manager must have 3 years experience as a Quality Control Manager on projects of similar size and scope. Additionally the Quality Control Manager must show certificate of completion of a construction quality management training such as the CQM-C course offered by the US Army Corps of Engineers or Contracting Officer approved equivalent. The Quality Control Manager must be on the Site at all times during construction and be an employee of the Prime Contractor. Identify in the plan an alternate to serve in the event of the Quality Control Manager's absence. The requirements for the alternate are the same as the Quality Control Manager. Unless approved otherwise by the Contracting Officer, the Project Quality Control Manager may not be assigned to any other projects or efforts besides the Project and Work included under this Contract.

The Safety Manager must have a minimum of 3 year of experience as a Safety Manager, and have 30-hour Occupational Safety and Health Administration (OSHA) Construction Safety Training and Hazardous Waste Operations training, the OSHA 10 - hour Construction Safety Training and 8-hour OSHA Supervisor training. If the Safety Manager is off-site for a period longer than 24 hours, an equally-qualified alternate Safety Manager must be provided and must fulfill the same roles and responsibilities as the primary Safety Manager. Unless approved otherwise by the Contracting

SECTION 01 30 00 Page 2

Officer, the Project Safety Manager may not be assigned to any other projects or efforts besides the Project and Work included under this Contract.

1.4.3 Non-Compliance Actions

Any Project personnel is subject to removal by the Contracting Officer for non-compliance with requirements specified in the Contract. Furthermore, the Contracting Officer may issue an order stopping all or part of the Work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time or for excess costs or damages incurred by the Contractor.

1.5 REPORTS

1.5.1 Daily Reports

The Contractor shall submit daily reports to the Contracting Officer using their own approved daily report form or the Coast Guard standard Daily Report form provided by the Contracting Officer upon request after award.

Daily reports shall be submitted to the Contracting Officer by 9:00 am on the next work day. If Work is not completed on a regular work day due to weather or other constraints, submit a report indicating the reasons.

Submit daily reports electronically as pdf files. Reports should utilize a standard format/template throughout the Project duration. The daily report files shall be named as follows: YYYYMMDD "Project" Daily Report.

Where YYYYMMDD is the date and "Project" is the abbreviated Project name.

Whenever possible, the report and all attachments should be included in a single document.

In general, daily reports should include the following information:

a. Project title and Contract number.

b. Weather, including inches of rainfall and maximum/minimum temperatures (should be more detailed for outdoor Projects.

c. List of Contractor and subcontractor employees, their job categories, and the number of hours worked on the Project.

d. List of heavy equipment, and the number of hours working. The detailed description of Work performed (see below) should indicate what the equipment was used for.

e. A description of the Work performed and the Base impact areas.

f. List of materials delivered.

g. List of official visitors.

h. List of specific QC inspections and testing performed, including results and corrective actions. If inspection/test results are not yet available, describe what was done and submit results as soon as they become available. The Contractor shall use a tracking system to assure that all such inspection reports are submitted. Resubmittals that provide such additional information should consist of the entire

SECTION 01 30 00 Page 3

Daily Report, not just the new sheets.

i. List of verbal instructions received from the Government.

j. Certification of the report by the Contractor's Quality Control Representative.

k. Other information to accurately and thoroughly document the Work.

This may include photographs.

1.5.2 Weekly Payroll Reports

Weekly Payroll Reports required by Labor Standards Provisions shall be submitted to the Contracting Officer.

1.6 MEETINGS

1.6.1 Post-Award Conference

The Post-Award Conference will be conducted via teleconference. The primary purpose of the post award conference is to familiarize the Contractor with preparation of the Preconstruction submittals, the correct use of forms, and overall administrative procedure expectations for the duration of the Contract.

At a minimum, the post award conference shall be attended by the Project Manager and an individual authorized to legally represent the Contractor.

The Contracting Officer may also require attendence by additional Contractor personnel depending on the scope and complexity of the project.

1.6.2 Preconstruction Conference

Prior to commencing any Work at the Site, a Preconstruction Conference with the Government will be held regarding this work. The Contractor shall attend the Preconstruction Conference either on-site or by teleconference as determined on a Project specific basis. Include all costs to attend the conference. The Contracting Officer may require major subcontractors who will engage in the Work to attend.

The Preconstruction Conference will be scheduled after the Contracting Officer has approved the following Preconstruction Submittals:

a. List of Contract Personnel (See Section 01 14 00 ).

b. Vehicle List (See Section 01 14 00 ).

c. Schedule of Prices (See Section 01 20 00 ).

d. Baseline Project Schedule (See Section 01 32 16 ).

e. Submittal Register (See Section 01 33 00 ).

f. Accident Prevention Plan (See Section 01 35 26 ).

g. Quality Control Plan (See Section 01 45 00 ).

h. Environmental Protection Plan (See Section 01 57 19 ).

Upon approval of the required Preconstruction Submittals, coordinate with

SECTION 01 30 00 Page 4 the Contracting Officer to determine the time and location of the Preconstruction Conference.

Unless otherwise approved by the Contracting Officer, commencement of on-site Work and submission of request for progress payments depend on successful completion of the Preconstruction requirements and the approval of Preconstruction Submittals by the Government.

1.6.2.1 Meeting Content

Contract requirements, administrative procedures, and general requirements of the Work to be performed will be discussed.

The Contractor shall present any technical questions, recommendations, value engineering proposals, requests for variance from the Project requirements, or any condition which may constitute a changed Site conditions after start of Work.

In addition, the Preconstruction Meeting Discussion shall cover the following:

a. Baseline Project Schedule.

b. List of Technical Submittals.

c. Contract Administration procedures.

d. Request For Information process.

1.6.3 Notice to Mobilize

Upon completion of the Preconstruction Conference, the Contracting Officer will issue a formal Notice to Mobilize, stating that the Government concurs that the contractor has met all contract requirements for proceeding with mobilization and work on site.

Failure of the Contractor to comply with the requirements of this section shall be grounds for determination by the Contracting Officer that the Contractor is not prosecuting the Work with such diligence as will ensure completion within the time specified. Upon such determination the Contracting Officer may terminate the Contractor's right to proceed with the Work, or any separable part thereof, in accordance with FAR 52.249-10 Default (Fixed-Price Construction).

1.6.4 Weekly Progress Meetings

Attend a meeting to impart information to the Contracting Officer and customer and receive customer & Contracting Officer input on a weekly basis. The meeting agenda shall cover the following: three week look ahead schedule (see Section 01 32 16 PROJECT SCHEDULES), provide and solicit input on safety, provide current status of RFIs (Government and Internal) and CMRs, updates on submittal status, review quality assurance/control items, and any potential impacts to Coast Guard operations. Additionally provide an update on open action items from the previous week's meeting. The weekly meeting will be used to review status of the Work and to discuss any current concerns that the Contracting Officer or customer may have. .

SECTION 01 30 00 Page 5

1.6.4.1 Attendance

The following personnel must attend the weekly meetings:

Superintendent, Quality Control Manager, and other Contractor personnel as needed

Subcontractors or suppliers relevant to the work progress being discussed

Contracting Officer or COR

1.6.4.2 Meeting Minutes

Meeting minutes shall be recorded by the Contractor. Contractor shall be responsible for the preparation and distribution of meeting minutes.

Provide the minutes within 2 working days of the meeting.

1.6.5 Labor Interviews

The Government may conduct periodic Labor Standard interviews to insure the on-site workers are being paid the appropriate wage rates, and that the applicable wage rates are properly posted and accessible to the on-site workforce. Ensure that access to employees and on-site trade personnel is provided upon request.

1.7 FACILITY TURNOVER PLANNING MEETINGS (U.S. Coast Guard District 17 Red Zone - CGRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the U.S. Coast Guard District 17 Red Zone (CGRZ) process and convene at regularly scheduled CGRZ Meetings. Include the following in the facility Turnover effort:

1.7.1 CGRZ Checklist

Prior to 75 percent completion Contractor will generate a CGRZ checklist of all remaining critical activities, as necessary, to match the project scope, and schedule critical activities and insert planned completion dates in the CGRZ checklist for each critical activity. Present the CGRZ Checklist to COR and review during a regularly scheduled QC Meeting.

1.7.2 Meetings

a. Upon Government acceptance of the CGRZ Checklist, the Project Superintendent is required to lead regular CGRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the CGRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COR any upcoming activities that require

SECTION 01 30 00 Page 6

Government involvement.

e. Maintain the CGRZ Checklist by documenting the actual completion dates as work is completed and update the CGRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current CGRZ Checklist to attendees at each CGRZ Meeting.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 7

SECTION 01 32 16

PROJECT SCHEDULES

11/21

PART 1 GENERAL

1.1 REFERENCES

Th…