1_SOW Section 01 11 00_PN 8270978.pdf

Repave Roads_Parking Base Kodiak (FY23 Parent) 8270978

SECTION 01 11 00

SUMMARY OF WORK

4/ 03/213

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The Work in this project includes paving related construction activities on U.S. Coast Guard Base Kodiak. This project is an Indefinite Delivery/Indefinite Quantity (IDIQ) contract for pavement repairs and replacement as well as any sidewalk or curb and gutter repair or replacements and any related incidental work required as part of the pavement project based on pre-priced line items provided on the bid sheet document.

Possible task items that may be included in a paving IDIQ project:

• Earthwork including Clearing and Grubbing, Stockpiling of unsuitable subbase material, and replacement of up to 18” of unsuitable roadway subbase material.

• Asphalt Concrete Paving including Sawcutting existing pavement at limits of paving areas, removal of existing wearing and base courses, replacement of roadways with 2” of D-1 Base Course, 2-3” of ACP wearing course, Tack Coat and sealing cracks.

• Contaminated Soil Excavation, Testing, Handling, and Disposal may be required for work occurring near known contaminated site locations.

• Bituminous Concrete work including the repair or replacement of concrete Sidewalks, Curbing, and Gutter.

• Site Restoration work including resodding or reseeding of areas impacted by the paving project.

• Other Incidental roadway work including removal and replacement of Guardrail, Traffic Markings, and protection and resetting of Manholes or Storm Drain inlets or Signage.

1.1.2 Location

The Work is located at U.S. Coast Guard Base Kodiak. The exact location will be identified in task order requests for proposals.

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

SECTION 01 11 00 Page 1 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:

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

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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

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:

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.

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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

(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 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.

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).

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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 .

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.

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1.4 CONTRACTING OFFICER'S AUTHORITY

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

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

1.5 CONTRACTOR RESPONSIBILITY

1.6 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, Plans, Specifications, Engineering Studies and Analyses, Shop Drawings, and Equipment Installation Drawings. These are "deliverables" under the Contract are not part of the Contract itself. Design products must conform to all provisions of the Contract, in the order of precedence.

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

1.7 GENERAL WORKING CONDITIONS

Working conditions for this Work are based on typical weather information

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This contract contains prescriptive criteria. The subsequent construction shall incorporate all ancillary components necessary to provide a complete and functional roadway, facility parking lot, curbing, etc. 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...".

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.

1.7.1 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.

1.7.1.1 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

1.7.1.2 Precipitation

1.7.1.2.1 Annual Precipitation

a. Average Annual Precipitation: 78.04 Inches

b. Maximum Annual Precipitation: 106.25 Inches

1.7.1.2.2 60 Minute Duration Rainfall Rates

a. 25 Year Normal: .69 Inch/Hour

b. 100 Year Normal: .87 Inch/Hour

1.8 SITE VISITS

1.9 OCCUPANCY OF PREMISES

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Any Work Restrictions at occupied facilities will be identified at the task order level.

When a formal Site visit is planned, it will be listed in the Task Order Announcement RFP. Contractor is responsible for any costs/expenses associated with attendance of site visits.

1.10 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.

1.11 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.

1.12 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 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 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

SECTION 01 11 00 Page 8 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.

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