18382348_SPECS.pdf

FY23 Base Kodiak Paving 18382348PAVE

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16 PROJECT SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 17 23 PAVEMENT MARKINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

January 10, 2023 4:14 PM

ATTACHMENT LI ST

This report lists all attachments in the text.

HINT: With this file opened as a report from the SI Processed Files folder, double-clicking a Section number will open the Section in the Editor.

SECTION SUBPART ATTACHMENT

01 20 00 1.4.1 Attachment 01 20 00 - Request for Payment Form

01 20 00 1.4.4 Attachment 01 20 00 DHS Form 700-3 01 30 00 1.5.1 Attachment 01 30 00 - Standard Daily Report

Form 01 33 00 1.7.1 Attachment 01 33 00 - Submittal Transmittal

Form 01 33 00 1.8 Attachment 01 33 00 - Submittal Register 01 45 00 3.2.3.1 "Attachment 01 45 00 - Request for

Variations Form 01 45 00 3.2.3.2 Attachment 01 45 00 - Request for

Deviations Form 01 45 00 3.5.1 Attachment 01 45 00 - Daily Report Forms 01 45 00 3.5.2.1 Attachment 01 45 00 - Test Report Form 01 57 19 1.6.3.1 Attachment 01 57 19 - "APDES Delegation of

Signatory Authority" 01 57 19 1.6.5 Attachment 01 57 19 - "Base Kodiak Generic

EMP"

Attachment List

SECTION 01 11 00

SUMMARY OF WORK

11/21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.1.1 Overview

This project will make paving repairs to Polaris Avenue, and optionally to Cape St. Elias Street, both located on Base Kodiak, Alaska. These streets are currently used as main thoroughfares for personal vehicle and truck access to and from Hangars 1, 2, and 3, the Administration Building, and adjacent facilities. These streets are currently paved with Hot Mix Asphalt (HMA) asphalt concrete pavement (ACP) bounded by concrete curb and gutter on either side and were last paved approximately 12-15 years ago.

Based on visual inspection, it is anticipated that two types of roadway sections will be required to repair these lengths of roadway based on visual inspection of the current pavement conditions. It is anticipated that Polaris Avenue will need Partial Depth Roadway Repair and Cape St.

Elias Street will require Partial Depth Roadway Repair or Full Depth Roadway Reconstruction.

Lump Sum pricing is being requested for the estimated quantities listed in the Contract Drawings sheet C-101. These estimated quantities comprise the overall scope of work under this contract.

Unit pricing is being requested for Full Depth Roadway Reconstruction items.

1.1.1.2 Objectives

The objectives of this project are the following:

1.1.1.2.1 Base Contract Item: Polaris Avenue

Repair/replace existing asphalt concrete pavement (ACP) on Polaris Avenue from Cape Sarichef Street to Cape Spencer Street with 2" D1 base course and 3" of new asphalt concrete pavement.

Typical road section:

Partial Depth Roadway Repair

This will entail removal and replacement of the existing ACP with 2" D1 base course and 3" of new ACP. It is anticipated that Polaris Avenue will be repaired using Partial Depth Roadway Repair.

1.1.1.2.2 Option Item: Cape St. Elias Street

Repair/replace existing asphalt concrete pavement (ACP) on Cape St. Elias

SECTION 01 11 00 Page 1

Street from Polaris Avenue to the Hanger 2 parking lot with 2" D1 base course and 3" of new asphalt concrete pavement.

It is expected that some of Cape St. Elias Street will need both Partial Depth Roadway Repair and Full Depth Roadway Reconstruction.

1.1.1.2.3 Unit Priced Items

1.1.1.2.3.1 Full Depth Roadway Reconstruction

Full Depth Roadway Reconstruction will entail replacement of existing ACP, unsuitable subbase material removal, placement of 18" of suitable subbase, 2" D1 base course and 3" of new ACP. Full-Depth Roadway Reconstruction in locations where it is found that the subbase is failing also includes sampling, testing by a Qualified Environmental Professional (QEP), and disposal of a maximum of 400 cubic yards of potentially contaminated soil as specified in Specification Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL. If contaminants are encountered during excavation of the existing roadway subbase, the expected contaminants are expected to consist of POL-associated compounds including GRO, DRO, RRO, and VOCs due to the proximity of the gas station located nearby.

1.1.2 Location

The Work is located at U.S. Coast Guard Base Kodiak. The exact location will be shown by the Contracting Officer.

1.1.3 Applicable Codes and Regulations

The following provides a general summary of the codes and regulations applicable to this Project, but is not intended to be a comprehensive list of all applicable codes, standards, and regulatory requirements this Project shall comply with. Refer to the Reference article of each section included in these Specifications and comply with ALL requirements specified. Unless specifically noted otherwise or directed otherwise by the Contracting Officer, use the most recent version of each code listed below:

a. AKDOT Standard Specifications for Highway Construction (

AKDOT&PF 2020 SSHC)

b. OSHA Occupational Safety and Health Standards ( 29 CFR 1910 )

c. OSHA Safety and Health Regulations for Construction ( 29 CFR 1926 )

d. National Fire Code ( NFPA 1)

e. National Life Safety Code ( NFPA 101 )

f. International Fuel Gas Code ( ICC IFGC )

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

In addition, comply with all local amendments to the above listed codes as well as all state and local building and construction codes and standards including, but not limited to:

SECTION 01 11 00 Page 2

a. U.S. Coast Guard Base Kodiak Standard Construction Specifications (

BASE KODIAK SCS)

b. City of Kodiak Standard Construction Specifications & Standard Details

- 2012 Edition ( KODIAK SCSSD)

c. City of Kodiak City Code Title 14 - Buildings and Construction (

KODIAK CC TITLE 14 )

1.2 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

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

FAR 52.236-21 Specifications and Drawings for Construction

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

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

FEDERAL ACQUISITION REGULATIONS (FAR)

INTERNATIONAL CODE COUNCIL (ICC)

ICC IFGC (2018) International Fuel Gas Code

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1 (2018) Fire Code

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

SECTION 01 11 00 Page 3

STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES

(AKDOT&PF)

AKDOT&PF 2020 SSHC 2020 Standard Specifications for Highway Construction

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

1.3 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).

As-Built Drawings: As-Built Drawings are developed and maintained by the Contractor and depict actual conditions, including deviations from the Contract Documents. These deviations and additions may result from coordination required by, but not limited to: Contract modifications; official responses to Contractor submitted Requests for Information; direction from the Contracting Officer; designs which are the responsibility of the Contractor, and differing Site conditions.

Maintain the as-builts throughout construction as red-lined hard copies on-site and red-lined PDF files. These files serve as the basis for the creation of the Record Drawings.

Base Kodiak Facilities Engineer (FE): The local Installation personnel responsible for management of Systems. In some cases, the Contracting Officer may designate a FE to review, oversee, approve certain aspects of the Work such as Operation and Maintenance manuals and Training.

Civil Engineering Unit (CEU): The U.S. Coast Guard Civil Engineering Unit detachment. For U.S. Coast Guard District 17 projects, assume this is CEU Juneau.

Contract: The term "Contract" refers to 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. Certain contracting actions may be delegated to the Contracting Officer's Representative

SECTION 01 11 00 Page 4

(COR).

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

Contractor's Quality Control (QC) Manager: An individual retained by the Prime Contractor and qualified in accordance with the Section 01 45 00 QUALITY CONTROL having the overall responsibility for the Contractor's QC organization.

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

Designer of Record (DOR): A registered design professional employed by the Government 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.

FDCC: The U.S. Coast Guard Facilities Design & Construction Center.

For U.S. Coast Guard District 17 projects, assume this is FDCC Seattle.

Foreign object debris (FOD): An object, live or not, located in an inappropriate location which has the capacity to cause injury or damage equipment or assets. Control of FOD is of particular importance for Work that occurs on or near airfields and in proximity to aircraft.

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

Government: The agency (and their Facility Partners) serving in capacity as the Owner or Client. For U.S. Coast Guard projects, assume the term "Government" indicates U.S. Coast Guard (USCG).

Government Contracting Officer's Representative (COR): A representative appointed by the Contracting Officer to oversee specific aspects of the Contract and Work.

Government Construction Project Manager (CPM or CI): In some cases the Government may appoint a separate person (other than the COR) to oversee the Work.

Indicated: Used to direct the Contractor to information contained on the Drawings or in the Specifications. Terms such as "shown," "noted," "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. As used by these Project Specifications, "Installation" refers to U.S. Coast Guard Base Kodiak.

SECTION 01 11 00 Page 5

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

Personal Protective Equipment (PPE): Refers to protective clothing, helmets, goggles or other garments and equipment designed to protect the wearer from injury.

Project: The Contracted Work to be performed.

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

Quality Assurance (QA): The systems and methods employed by the Government as required to ensure the Work is executed per the Contract and applicable standards.

Quality Control (QC): The systems and methods employed by the Contractor as required to ensure the Work is executed per the Contract and applicable standards.

Record Drawings: The Record Drawings are the final compilation of actual conditions reflected in the As-Built Drawings.

Request for Information (RFI): Request provided by the Contractor to the Government to clarify requirements of the Contract documents.

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.

1.4 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 ITEMS FURNISHED TO THE CONTRACTOR

1.5.1 Drawings:

The following Drawings accompany this Specification and are a part thereof.

Drawing No. J18382348, Sheets 1 through 4

One complete set of Contract Drawings and maps will be furnished to the

SECTION 01 11 00 Page 6

Contractor in PDF file format. Reference publications will not be furnished.

Immediately check furnished Drawings and notify the Government of any discrepancies.

1.5.2 Specifications:

The following documents accompany this Specification and are a part thereof.

All U.S. Coast Guard Forms referred to herein.

All attachments and appendices listed and provided herein.

One electronic copy of complete Contract Specifications and U.S. Coast Guard forms will be furnished to the Contractor in PDF file format.

Reference publications will not be furnished.

Immediately check furnished documents and notify the Government of any discrepancies.

1.5.3 Referenced Publications:

A complete list of sources for referenced publications may be found under Section 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS. Publications incorporated into the technical provisions by reference will not be provided by the Government. Contractor shall be responsible for providing references at the Project Site when necessary for clarification, or if required for reference to assist with Quality Control.

1.6 CONTRACTOR RESPONSIBILITY

This Contract contains prescriptive criteria. The 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."

1.7 CONFLICTS

In the event of a conflict or inconsistency between any of the requirements within the Contract, precedence is applied:

a. Any portions of the accepted proposal which both conform to and exceed the requirements of the solicitation.

b. The provisions of the solicitation.

c. All other provisions of the accepted proposal.

d. Any design products including, but not limited to Engineering Studies and Analyses, Shop Drawings, and Equipment Installation Drawings.

These are "deliverables" under the Contract and are not part of the Contract itself. Design products must conform to all provisions of the Contract, in the order of precedence.

SECTION 01 11 00 Page 7

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.

When a number is suffixed to a referenced Federal or Military Specification or standard, it denotes the effective amendment(s) or change to the document.

1.8 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., ASCE 7-16 , 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.

1.8.1 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.

1.8.1.1 Temperature

a. Maximum Temperature: 61.2 Degrees F

b. Minimum Temperature: 26.4 Degrees F

c. January Average Mean Temperature: 30.8 Degrees F

d. July Average Mean Temperature: 54.5 Degrees F

1.8.1.2 Precipitation

1.8.1.2.1 Annual Precipitation

a. Average Annual Precipitation: 78.04 Inches

b. Maximum Annual Precipitation: 106.25 Inches

1.8.1.2.2 60 Minute Duration Rainfall Rates

a. 25 Year Normal: .69 Inch/Hour

b. 100 Year Normal: .87 Inch/Hour

SECTION 01 11 00 Page 8

1.9 SITE VISITS

If a formal Site visit is planned, it will be listed in the Task Announcement. Prebid/informal site visits are optional, at the Contracting Officer's discretion, and the Contractor shall be responsible for all expenses.

1.10 OCCUPANCY OF PREMISES

See section 01 14 00 WORK RESTRICTIONS for Work requirements in occupied facilities.

1.11 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.

1.12 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 all applicable permits, whether the Contractor or the Government obtains the permit.

1.13 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 the accuracy of the information provided.

Contractor shall be responsible for locating and marking ALL utilities 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.).

PART 2 PRODUCTS

2.1 GENERAL

All products incorporated into this Work shall be brand new unless

SECTION 01 11 00 Page 9 specifically indicated otherwise in the Project Drawings or the following technical Specification sections. The Contracting Officer shall have the authority to reject any defective or non-complying products.

Where not specifically indicated, the Contractor is responsible for determining or estimating the types, sizes, and quantities of products needed to complete all Work required in the Project Drawings and Specifications.

2.2 MANUFACTURER'S INSTRUCTIONS

Particular items and products specified in the sections are to be provided and/or installed according to the manufacturer's printed instructions.

For bidding and Contract performance purposes, the Contractor is deemed to be aware of the requirements of these instructions.

2.3 COMMERCIAL AND LOCALLY AVAILABLE PRODUCTS

To facilitate economic life-cycle maintenance by the Government, products supplied for the Contract shall be commercially available products;

available through normal Alaska based suppliers or distributers.

2.4 INSTALLATION PRIOR TO APPROVAL

Where the Specifications require product submittals, the installation of products prior to submittal approval by the Contracting Officer shall be sufficient justification for removal of the products as directed by the Contracting Officer.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 10

SECTION 01 14 00

WORK RESTRICTIONS

11/21

PART 1 GENERAL

1.1 WORK COVERED

This section lists the minimum constraints and phasing requirements you must incorporate into your schedule and Work activities. Standard constraints and phasing requirements to incorporate into the schedule and Work activities are described below. Additional provisions may be specified in other sections of the Contract.

1.2 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)

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contract Personnel

Vehicle List

Notices To Contracting Officer

1.3.1 Submittal Transmittals

In accordance with Section 01 33 00 SUBMITTAL PROCEDURES, all submittals require a submittal transmittal form and all submittal transmittal forms must be signed by an authorized official of the Contractor, indicating that the Contractor has reviewed the submittal for conformance with all requirements of the Contract documents, in order to be accepted.

1.4 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the Work

SECTION 01 14 00 Page 1 at the Site prior to the commencement of the Work.

b. All Coast Guard facilities and operations 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.

c. Permission to interrupt any 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.

The following conditions apply:

(1) Coordinate with Base Kodiak and provide a detour plan for all closed roadways. The Detour Plan shall be in accordance with all Federal and State Department of Transportation requirements.

(2) The Contractor shall allow for access to all facilities along roadway.

1.4.1 Notices to Contracting Officer

Unless otherwise indicated in other sections, notify the Contracting Officer of the actions as listed below. This list is intended to cover the most common requirements for notifications, but all notifications are not limited to these items.

Mobilization: Provide written notice to the Contracting Officer that you intend to mobilize to the Site 14 calendar days prior to mobilization.

Start of Work: The Contractor shall provide the Contracting Officer with a minimum 14 calendar days advance written notice prior to the start of Work at the Project Site. This includes recommencement of Work.

Digging Permit: The Contractor shall be responsible for locating all utilities in accordance with Section 01 11 00 SUMMARY OF WORK and obtain a digging permit before any excavation or digging activities.

Submit the digging permit application to Base Kodiak as directed by the Contracting Officer at least 10 days before digging is scheduled to commence. After a digging permit has been obtained, the Contractor shall submit a written notification to the Contracting Officer with the approved digging permit attached at least 5 days prior to starting any excavation Work.

Utility Outages and Shutdowns: Request utility outages and shutdowns in accordance with Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. The Contractor shall be required to coordinate outages at the convenience of the Government. Outages will be approved by the Contracting Officer.

Road Blockage: Request blockage of roads at least 30 days in advance of intended shutdown. The Contractor shall be required to coordinate

SECTION 01 14 00 Page 2 road closures at the convenience of the Government. Road closures will be approved by the Contracting Officer. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for additional requirements.

Stop Work: Provide formal written notice to the Contracting Officer at least 72 hours in advance of any planned or intended Work stoppage, shutdowns, demobilization, or delays in the progress schedule from either the Contractor's workforce or any subcontractor.

Subcontractor Arrival: Notify the Contracting Officer at least 24 hours in advance of the arrival of subcontractor(s) to the Project Site.

Delivery of Materials: Notify the Contracting Officer at least 72 hours in advance of the arrival of materials to the Project Site that will require expedient inspection and acceptance by the Government prior to their incorporation into the Work.

Inspection and Testing: Unless specified otherwise, notify the Contracting Officer at least seven days in advance of the requirement for inspection of a critical job element and/or performance of formal testing as required herein.

Superintendence: In accordance with Section 01 30 00 ADMINISTRATIVE REQUIREMENTS and as required by FAR 52.236-6 , the Contractor is required to appoint a superintendent for this Work that will be responsible for the on-site supervision and management of the Contractor's workforce on a daily basis. The superintendent shall be physically present at the Project Site for the duration of Work, and readily accessible by the Contracting Officer. If the superintendent will be absent from the Project Site for more than 5 consecutive working days, the Contractor shall appoint another superintendent.

Changes in superintendent will only be accepted by written notification to the Contracting Officer.

Completion: Provide written notice of completion to the Contracting Officer .

1.4.2 Preliminary Work

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

a. Develop a Construction Phasing Plan 14 work days prior to the Pre-construction meeting to show understanding of the constraints outlined in this Section.

b. Document the entire Project Site documenting existing conditions prior to the start of any on-site Work, other than design activities.

c. Provide written notice to the Contracting Officer of mobilization to each space 14 days prior to the start of mobilization.

SECTION 01 14 00 Page 3

1.5 WEATHER

See section 01 11 00 SUMMARY OF WORK for General Working Conditions. The information provided is based on established data and establishes a basic understanding of the typical climatic conditions the Contractor should expect at the Project Site. Verify data provided and coordinate with the Contracting Officer to establish a Project baseline for scheduling purposes.

1.5.1 Unfavorable Weather

Delays caused by unusually severe weather ( FAR 52.249-10 ). Unusually severe weather will be considered unforeseeable and unusually severe if it is more severe than the statistical average for the appropriate weather parameters established by the National Weather Service and as provided in section 01 11 00 SUMMARY OF WORK.

During unfavorable weather, the Contractor shall proceed with only those portions of the Work that may be undertaken safely and without adversely affecting quality. The Contracting Officer shall have the authority for determining which Work will be adversely affected by unfavorable weather.

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

Work for this Project shall not take place during periods of potential snow or ice and shall take place between May - October.

1.6 CONTRACTOR ACCESS AND USE OF PREMISES

1.6.1 Quarters and Messing

Government quarters including messing facilities are not available for use under this Contract.

1.6.2 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.

1.6.2.1 List of Contract Personnel

14 days prior to the commencement of Work, submit to the Contracting Officer 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.

SECTION 01 14 00 Page 4

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.

1.6.2.2 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.

1.6.2.3 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.

1.6.3 Working Hours

Regular working hours must consist of an 8 1/2 hour period between 7 a.m.

and 3:30 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.

1.6.4 Work Outside Regular Hours

Work outside regular working hours including Work to support outages, requires Contracting Officer approval. Make application 15 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

Requests to consistently work outside regular working hours may be granted at the convenience of the Government.

1.6.5 Occupied and Existing Facilities

The Contractor will be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

Before Work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

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

SECTION 01 14 00 Page 5 each work day.

Plan and include all necessary costs in your base bid to remove and handle excavated soils in accordance with 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. Stockpiled soils that may be potentially contaminated shall be required to be placed on and covered with 20 mil polyethylene liner.

Liner must also be weighted at edges to prevent water intrusion.

The temporarily stockpiled soils on-site shall be covered with a 6 mil polyethylene cover. No long term stockpiling of debris shall be allowed in the Work area.

Provide sufficient lighting at the Site during all seasons and weather conditions.

1.6.6 Utility Cutovers and Interruptions

a. 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.

b. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Phase your Work so that utility interruptions to the Air Station and/or other Base facilities do not exceed 4 hours.

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

1.6.7 Hazardous Areas Work Clearance Request

1.6.7.1 Hazardous Areas

Do not enter into Work areas where personnel are using PPE such as respirator and masks or marked boundary areas without prior approval.

1.7 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

Coordinate with the Contracting Officer and U.S. Coast Guard Base Kodiak Military Police for Base access for personnel, equipment and vehicles.

SECTION 01 14 00 Page 6

1.7.1 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 Site.

1.7.2 Base Access

Base Kodiak is a Federal facility. All personnel visiting the Site will be required to present Real ID Act compliant valid picture identification. (Note: Not all state issued drivers licenses are Real ID Act compliant. Inform your employees and subcontractors and delivery personnel as needed to avoid being denied entry). All personnel working on the Project Site must be legal to work in the United States of America and obtain a RapidGate identification (ID). Confirm Base Security office hours with local Base.

Any personnel without a RapidGate ID will require an escort; escorts can only be current or retired DHS or military personnel with a valid RapidGate ID. Escorts will not be provided by the Government. 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 Contracting Officer a minimum of 7 days prior to the personnel arriving.

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.

1.7.3 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.

1.8 SHIPMENT AND STORAGE OF MATERIALS AND EQUIPMENT

1.8.1 Shipment of Materials and Equipment

The Contractor is responsible for the transportation and receipt of all of materials, equipment and tools required for the completion of the Work of this Contract.

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 be on hand to accept shipments; the Government will not accept shipments.

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

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All loads shall be covered and secured in accordance with State of Alaska regulations. Any trucks found in violation of this requirement may be banned from accessing the Base, Installation, and/or 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 57 19 TEMPORARY ENVIRONMENTAL CONTROLS and as stated in FAR 52.223-3 Hazardous Material Identification and Material Safety Data .

1.8.2 Storage of Materials and Equipment

Provide storage area(s) in accordance with Section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

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.

There should be no expectation of security for the Contractor's materials. The Contractor shall be fully responsible for the security of all stored material and equipment, and shall erect temporary barriers to demark their Work/storage areas or other security measures he deems necessary, at his expense and in accordance with Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. The Contractor shall be responsible for providing additional covered storage for materials, at his expense. Any fencing installed in existing paved areas shall be surface mounted and weighed down for FOD countermeasures.

Provide FOD countermeasures on all aspects of your Work. Good control of all material shall be implemented and nothing that wind or rain can displace shall be left on-site. Materials left on-site shall be secured, covered or tied down, to implement FOD control.

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.

Runoff from stored metal materials is prohibited. All metal materials (iron, sheet metal, building components), shall be tarped when not actively loading/unloading, to prevent rain/runoff of metals to Base Kodiak's Installation's stormwater collection systems.

SECTION 01 14 00 Page 8

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 9

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/21

PART 1 GENERAL

1.1 WORK COVERED

This section includes the general requirements of the Contractor pertaining to preparation of Schedule of Prices and the submission of payment requests.

1.2 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

1.3 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.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 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; this form is provided as " Attachment 01 20 00

- Request for Payment Form" to these Specifications. 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

SECTION 01 20 00 Page 1

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 for each of the construction categories stated in this Contract.

c. Updated Project Schedule

d. Reports required by the Contract.

e. Updated copy of submittal register.

f. Other supporting documents as requested.

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

1.4.2 Submission of Invoices

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.

During the construction phase: Organize your pay request in accordance with all requirements of this Specification section. Review the pay request and any supporting backup with the Contracting Officer's Representative (COR). The COR shall initial the line items as being in-place. Upon COR's approval, submit in accordance with the procedure outlined in the Task Order.

1.4.2.1 Frequency

In accordance with Section 01 32 16 PROJECT SCHEDULES, submit updated progress documentation along with the request for payment.

1.4.2.2 Mailing

One (1) hard copy of all payment requests shall be sent by first class mail or courier directly to the Contracting Officer to one of the following addresses:

USPS Mailing Address ATTN: Intended Recipient (to be assigned by KO) CG Civil Engineering Unit Juneau

P.O. BOX 25517

Juneau, AK 99802-5517

FedEx or UPS Shipping Address:

ATTN: Intended Recipient (to be assigned by KO) CG Civil Engineering Unit Juneau 709 West 9th Street, Room 817 Juneau, Alaska 99801

1.4.3 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)

SECTION 01 20 00 Page 2

c. RPUID Number associated with the activity (construction items only)

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

e. 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).

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

g. Amount requested this invoice. This shall be only items that are 100% complete at submission of the pay request.

h. 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.)

1.4.4 Final Invoice

a. A final invoice shall be accompanied by the Contractor's Final Release, DHS Form 700-3 provided as " Attachment 01 20 00 DHS Form 700-3 " to these Specifications. 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.

1.5 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.

1.5.1 Obligation of Government Payments

The Government shall have 14working days to process each progress payment request based on the date the hard copy of the payment request is received and logged in by the Contracting Officer. Each request for payment will be stamped with the date received. Electronic submission of payment requests may be used in lieu of mailed submissions if specifically authorized by the Contracting Officer. All payment requests will be retained by the Government. Final payments have a 30 calendar day due date.

Retainage is defined as withholding a fixed percentage of payment from each Contractor payment request, as a matter of standard practice. The Government will not perform retainage on payments for this Work if the

SECTION 01 20 00 Page 3

Contractor performance is satisfactory. However, the Government shall retain the right to commence retainage at any point if the Contractor exhibits unsatisfactory performance or does not proceed with due diligence in keeping with the approved Project Schedule. If retainage is commenced, the Contractor shall be informed by the Contracting Officer. Retainage will normally be limited to a maximum of 10%.

The obligation…