Specifications.doc

UNITED STATES COAST GUARD

IDIQ PAVING

Kodiak Island, Alaska

CONSTRUCTION SPECIFICATIONS

March 2018

01010 - SUMMARY OF WORK

1.0

GENERAL INFORMATION

1.1 General 1.1.1 Sections 01010 through 01700 -- contains general requirements which apply to all parts of the Work under this Contract. Additional or changed requirements will be described in each delivery order.

1.1.2 All work performed under this contract shall conform to the Base Kodiak Standard Construction Specifications.

1.2 References and Order of Precedence 1.2.1 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 the following precedence applies. Additionally, see FAR 52.236-21 and notify the Contracting Officer of any discrepancies.

Contract

Task Order Specification

Task Order Attachments

References; including Base Kodiak Standard Construction Specifications

Applicable code or standard governing the work in question

1.3 Location 1.3.1 U. S. Coast Guard Base; Kodiak Island, Alaska.

1.4 Work Under This Contract 1.4.1 This is an Indefinite Delivery/Indefinite Quantity (IDIQ) contract for pavement repairs and replacement based on pre-priced line items provided on the bid sheet document.

1.4.2 In addition to use of the pre-priced line items under this contract, the government shall have the ability to negotiate ancillary, related work. Ancillary related work includes, but is not limited to: replacement and/or installation of water lines, fire hydrants, sewer lines, storm structures, street lights and electrical associated with work, which are closely associated with pavement being replaced, but not the predominant feature of the work. The intent being to replace the ancillary items so that pavement will not have to be cut and/or patched at a future date.

1.5 Work Hours 1.5.1 Work is authorized from 0700 to 1800, seven days a week, except in housing areas.

Housing areas: 0800 - 1800 Monday through Friday.

0900 - 1800 weekends and holidays.

Work may be scheduled outside of these hours with advance written approval of the COR.

*** SECTION END ***

01040 - ADMINISTRATION & COORDINATION

1.0 PROJECT COORDINATION

1.1 General

1.1.1 Co-ordinate the work of all trades to insure the most efficient sequencing of the work. Provide experienced supervision to oversee the proper relationship between scheduled activities.

1.2 Pre-Construction Survey 1.2.1 Conduct a pre-construction survey jointly with the CI/COR prior to starting a particular activity. Document any existing damage to components of the facility or site.

1.2.2 Any damage that occurs after the survey and that is determined to be a result of Contractor’s operations, including lack of adequate protection, will be repaired or replaced by the Contractor at no extra cost to the Government.

1.3 Mobilization/Demobilization 1.3.1 Contractor shall be compensated ONCE per Task Order for mobilizing and demobilizing to/from Coast Guard property.

2.0

JOBSITE ADMINISTRATION

2.1 Daily Construction Report 2.1.1 Contractor shall complete a daily report for each day on site and submit it to the COR no later than 9:00 AM the next work day.

2.2 Staking Utilities and Permits from COR 2.2.1 Contractors desiring to excavate on the USCG base are required to obtain a utility locate and to obtain a dig permit.

A) Utility Locate. There are two (2) types of utility locates. (1) Locates for commercial entities with underground utilities on base (e.g., electrical and fiber-optic) can be obtained by the Contractor calling a 1+(800) + … number. (2) Locates for base-maintained underground utilities (e.g., water, sewer, telephone lines, fiber-optic cables) require the Contractor to complete a USCG dig permit.

B) Submit Dig permits ten (10) business days prior to commencement of excavating. COR will provide Contractor the appropriate form to complete.

2.2.2 Contractor may be required to obtain other, local/non-commercial permits (e.g., “Burn” permit) and permits for any utility outages.

2.2.3 Pulling permits, including any associated costs, are to be borne by the Contractor. All USCG-issued permits are at no cost.

2.2.4 The COR can provide the Contractor further, detailed information on the requirements for permits and the process to obtain them.

2.3 Notification to COR 2.3.1 Unless otherwise provided for, and in addition to any other required written notice, advise the COR a minimum of 72 hours in advance of the following planned actions:

A) Shutdowns, commencement, or re-commencement of work B) Requests for Government inspection C) Testing D) Planned utility outages.

E) Traffic Interruptions. Any construction that may block a roadway, driveway, or limit access to any facility must be requested in writing and approved by the COR in advance of interruption.

3.0 AS-BUILTS (When specified in the task order)

3.1 General

3.1.1 When As-Built’s are ordered by line item on a task order, Contractor shall maintain a complete set of As-Built’s which provide all information required by Section 3.2. Record all As-Built information in red. At the close of the project submit an additional "clean set" of drawings produced by a qualified draftsman. This "clean set" shall be a carefully drafted copy of the field markups providing all information from the field set in AutoCAD format that meets the Base Kodiak Standard Construction Specifications.

3.2 Information Required

3.2.1 As the official record of completed construction, the As-Built drawings must include the following.

A) All modifications or changes from the contract documents, however minor, including any additional work not appearing on the original issue set.

B) The location and description off all utility lines, piles, landscaping or other installation of any kind or description discovered or known to exist within the construction area. Include dimension references to permanent features or landmarks, and depth of buried utilities if known.

C) Changes in details of design or additional information obtained from submittals, sewer, utility connections, and tie-in inverts.

C) Termination of demolished utilities.

E) The topography and grades of all drainage systems installed or affected during the Work of this Contract.

*** SECTION END ***

01200 - PROJECT MEETINGS

1.0

PRECONSTRUCTION CONFERENCE

1.1 General 1.1.1 The Preconstruction Conference will be held within thirty days after award of a Task Order, and receipt of preconstruction submittals as described in the Task Order. The Conference will be held at the job site. Attendees will include:

A) Contractor's project manager and superintendent B) Subcontractors when requested by Contractor or the Contracting Officer (KO)

C) Government project management team

1.2 Scope of Meeting

1.2.1 Discussion will cover the following:

A) Proposed Project Schedule

B) List of Technical Submittals (if required)

C) Timing and approval of submittals

D) Contract administration issues

E) Design Clarification process

1 WEEKLY PROGRESS MEETINGS

1.3 General

2.1.1 Attend weekly coordination meetings at the site for active projects if required by the task order. Meetings will be used to review status of the work and to discuss current concerns.

1.4 Required Attendance

1.4.1 Attendance at these meetings and conferences will include:

A) Superintendent and other contractor personnel as needed B) Subcontractors

C) COR

*** SECTION END ***

01310 – SCHEDULING

1.0 GENERAL

1.1 The Project Schedule and Progress of the Work

1.1.1 Provide, administer, and maintain a Project Schedule as a tool for planning and executing the work.

1.1.2 The Project Schedule will assist the Contracting Officer with the following:

A) Appraising the practicality of the schedule.

B) Evaluating the progress of the work and making progress payments, making decisions relative to time and/or cost adjustments, which may result from modifications to the work.

1.1.3 Execute the Work as required to prevent any delay to the Contract Milestone dates or the general completion of the Contract.

1.2 Schedule Methodology

1.2.1 Provide a written work schedule to show the sequence and interdependence of activities required for complete performance of the work, beginning with your receipt of the Notice to Proceed and concluding with the date of Final Acceptance. Show all activities in work days, with allowance for government holidays and the effects of normal weather conditions on outside work.

1.3 Monthly Schedule Update

1.3.1 Provide a monthly update of the schedule along with your request for progress payment.

2.0

SUBMITTAL, REVIEW AND APPROVAL OF THE PROJECT SCHEDULE

2.1 Submittal of a Project Schedule

2.1.1 Provide a Project Schedule as a preconstruction submittal.

2.2 Approval of the Project Schedule 2.1.1 The Contracting Officer will approve or disapprove, in writing, the Project Schedule components and associated submittals within 14 calendar days after receipt of all required information. If disapproved, the Contracting Officer will provide comments in writing stating the reasons why the submittal was disapproved.

2.1.2 The Contracting Officer's acceptance and/or approval of your Project Schedule and any subsequently modified schedule are only for format and compliance with contract requirements such as sequencing, payment, etc. The Schedule of Construction for completion of the contractually required Work is your responsibility, and Contractor's obligations are reflected in contract clause FAR 52.236-15, Schedule for Construction (April 1984).

3.0

REVISIONS TO THE APPROVED PROJECT SCHEDULE

3.1 General 3.1.1 Prosecute the work in accordance with the approved Project Schedule. Out of sequence construction, defined as a change from the Project Schedule in actual operations, requires prior notification of and the approval by the COR.

3.1.2 Upon the approval of a Contract Modification by the Contracting Officer, any agreed upon changes to the Contract duration shall be reflected in the next update of the schedule.

4.0

ADJUSTMENT OF EFFORT

4.1 General 4.1.1 Whenever it becomes apparent that any critical activity completion date may not be met, submit for approval, a revised schedule to demonstrate the manner in which the approved Project Schedule will be regained.

4.1.2 Weather delays for normal weather conditions will not be considered. Non-compensable delays for severe weather may be considered if it can be shown that the weather was unusually severe and the activities affected were on the critical path of the current, updated Project Schedule diagram.

*** SECTION END ***

01340 - SHOP DRAWINGS, PRODUCT DATA, & SAMPLES

1.0

SUBMITTALS

1.1 General

1.1.1 When submittals are required by the technical section of the specification, submit all information necessary to thoroughly explain, in detail, specific portions of the Work required by the Contract.

1.1.2 Approved submittals will be logged and filed by the Government for the duration of the contract. At the discretion of the Contracting Officer, future submittal requirements may be waived for previously approved items.

1.1.3 Shop drawings are defined and requirements are provided in Contract Clause FAR 52.236.21, Specifications and Drawings of Construction, and the individual sections referenced in this Specification.

2.0

TIMING

2.1 General 2.1.1 Furnish all submittals (except test submittals) within thirty days of award.

3.0

PROCESSING

3.1 Number of Copies 3.1.1 Submit the number of copies as follows:

Product Data and/or Certifications:

2 electronic copies (COR & Inspector) Material Test Results:

2 electronic copies (COR & Inspector) Shop Drawings:

1 electronic copy (COR) & 1 print (Inspector) Samples:

2 (Inspector) Field Test Reports 2 electronic copies (COR & Inspector) Other:

2 electronic copies (COR & Inspector)

3.2 Letter of Transmittal

3.2.1 Forward all required items for each specification section as a single submittal unless otherwise stated in the specifications, or directed by the COR.

3.3 Address for Submittals

3.3.1 Submittals will be electronically delivered to the COR & Inspector as directed by the COR, unless otherwise indicated.

3.3.2 Provide a copy of the letter of transmittal.

4.0 SUBMITTALS LOG

4.1 General

4.1.1 Contractor shall review plans and specifications, prepare the submittal list and submit the list to CEU Juneau for review and approval as a preconstruction submittal.

5.0 CONTRACTOR REVIEW AND RESPONSIBILITY

5.1 General

5.1.1 Review submittals prior to transmittal. Determine and verify field measurements, field construction criteria, manufacturer's catalog numbers and conformance of submittals with the requirements of the Contract. See Contract Clause FAR 52.236-21 Specifications and Drawings for Construction.

5.1.2 Do not deliver material to the site before you receive the respective approved transmittal letter.

6.0

GOVERNMENT REVIEW AND APPROVAL

6.1 General 6.1.1 Submittals that are rejected may be discussed with the COR to determine what information is required for subsequent submission.

6.1.2 Incomplete or inaccurate submittal data will be cause for disapproval.

6.1.3 When a submittal for a Section contains a number of items, some items Approved, some Disapproved, only the disapproved items need be re-submitted.

6.2 Government Processing Time 6.2.1 The Government's goal is to have submittal review completed and the Submittals returned to you within the following time frames after it is received in the reviewer's office:

A) Standard Submittals: 10 working days.

B) Shop Drawings: 15 working days

7.0 SHOP DRAWINGS

7.1 General 7.1.1 Title each drawing with Project Name and submittal number. Identity each element of the drawing by reference to sheet number and detail of the contract documents. Identify field dimensions and clearly show relation to all adjacent or critical features of work or products. Show all attachment to adjacent materials.

7.1.2 Shop drawings can be no larger than 22 x 34 inches [ANSI Size D drawing]. One print will be annotated and returned to you for reproduction and distribution for your own use. Drawings are to be in *.dwg format, not *.pdf or other.

7.1.3 If a shop drawing is to be resubmitted, Contractor must:

A) Indicate the revision date in the lower right hand comer, and B) Highlight, cloud, or otherwise indicate those items that have been changed.

8.0

CERTIFICATES OF COMPLIANCE

8.1 General 8.1.1 Preprinted certifications are not acceptable. Furnish originals that name the appropriate equipment or material, specification, standard, or other document specified as controlling the quality of that item and attach certified copies of all test data. Certificates must be signed by a manufacturer's authorized representative.

8.1.2 Certificates of compliance may be waived by the Contracting Officer if you supply the specific product called for in the specifications.

8.1.3 The requirement for "original" certificates of compliance may be waived by the Contracting Officer for standard products.

9.0

QUALIFICATION STATEMENTS

9.1 General 9.1.1 Submittals for establishing the qualifications of a manufacturer, supplier, or installer must include all of the information required by the specification. The submittal must be signed by the responsible party. If the information submitted varies in any way from the specification requirements, this must be clearly indicated.

10.0

WORKPLAN

10.1 General 10.1.1 Some specification sections require the preparation of a work plan. The purpose of the plan is to establish that the contractor performing the work understands the specific requirements for that work.

*** SECTION END ***

01400 - QUALITY CONTROL

1.0

QUALITY PROGRAM

1.1 General

1.1.1 Quality Assurance is the Contractor's responsibility. Contractor's Quality

Assurance program will be subject to periodic review by the Government COR.

1.1.2 The objective is to guarantee that the performance of the Work is to the required contract standards for materials, workmanship, construction, finish, functional performance, and identification. Quality Assurance requirements apply to all construction materials and operations, and specifically include all required inspections, tests, and submittals.

1.2 References

1.2.1 Comply with the AASHTO and ASTM standards and references in the AKDOT&PF that relate to the type of work to be performed under each task order.

1.3 Field Testing Log

1.3.1 Review the project documents and prepare a list of the required field tests and frequency of each test if applicable. Submit this list with your other pre-construction submittals.

2.0 TEST REPORTS

2.1 General 2.1.1 Reports must cite the contract requirements, the test or analysis procedures used, and the actual test results. Reports must be signed by the authorized representative of the testing laboratory.

2.1.2 Unless otherwise specified, certified tests performed earlier than one year prior to the contract award date are not acceptable.

2.2 Information Required

2.2.1 After each inspection or test, provide the COR with a report that includes:

A) Date of report, B) Project title and contract number, C) Name of inspector, D) Date and time of test, sampling, or inspection, E) Product identification and applicable specification section and paragraph, F) Location of inspection or test

G) Type of inspection or test, H) Results of inspection or test, I) Statement of compliance or noncompliance with contract requirements, and

J) Signature of Contractor reviewer

3.0 TESTING, INSPECTION AND LABORATORY ACTIVITIES

3.1 General

3.1.1 Inspect and test all work with qualified personnel per Contract Clause FAR 52.246-12, Inspection of Construction. Provide the services of independent testing laboratories, subject to the Contracting Officer's approval, to perform all specified inspection and testing.

3.1.2 On a daily basis, inform the COR of inspections and tests performed. Provide the COR with the results and reports when they become available. Record in the Daily Construction Report all inspections and tests performed and their results. Maintain records of all onsite inspections and tests and make them available to the COR. Submit test and inspection reports as required below and per the Technical Sections. Monitor the inspection effort with the COR.

3.1.3 Laboratories must be in compliance with the references in the AKDOT&PF Specifications. Laboratories must maintain a full-time registered engineer on staff to review the required services.

3.1.4 The following are the requirements for specific parts of the Work:

A) Technicians inspecting concrete delivered to the jobsite must be certified by the American Concrete Institute (ACI).

B) Technicians performing density tests with nuclear gauges shall have documentation proving completion of a radiation safety course and up-to-date certification in the use of nuclear gauges.

3.1.5 For asphalt paving and aggregate density testing by nuclear gauge, the level of compaction attained will be determined as the average of not less than four (4) nuclear gauge tests taken on the day the mix is placed (after completion of finish rolling or other compaction) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a single day’s production or 400 tons, whichever is less, unless otherwise directed by the Contracting Officer. Control lots not meeting the prescribed minimum density standards shall be removed and replaced at no cost to Government.

3.1.6 Repeat failed tests after correcting nonconforming materials and methods until tests and inspections indicate the work in place conforms to contract requirements. Provide retesting and re-inspection at no additional cost to the Government.

3.1.7 Do not cover or conceal work until required tests and inspection results indicate that the work conforms to contract requirements.

3.1.8 For concrete testing, the following will be used for field quality control by the contractor.

A) A set of tests will consist of one air content measurement, one slump measurement, and molding, curing, and compressive strength testing of three standard concrete cylinders. Samples for testing will be taken at the point of discharge from the delivery system.

B) Certification of Compliance shall be submitted for each truckload of concrete, regardless of the size of pour. Certification of Compliance shall include the following:

1. Manufacturer plant (batching facility)

2. Department contract number

3. Date

4. Time batched

5. Truck No.

6. Initial revolution counter reading

7. Quantity (quantity batched this load)

8. Type of concrete by class and producer design mix number

9. Cement producer, type, and manufacturer’s mill test report number

10. Fly ash (if used) brand and Type

11. Approved aggregate gradation designation

12. Mix design weight per cubic yard and actual batched weights for:

a. Cement

b. Fly ash (if used)

c. Coarse concrete aggregate and moisture content (each size)

d. Fine concrete aggregate and moisture content

e. Water (including free moisture in aggregates)

f. Admixtures brand and total quantity batched

C) No field quality control testing will be required for pours of 5 CY or less.

D) For pours greater than 5 CY and not more than 25 CY, one set of tests per day.

E) For pours greater than 25 CY. One complete set of tests plus one air content and one slump measurement per every third delivery truck.

F) The COR may reject any batch or load of concrete that fails to meet the minimum specified acceptance levels for temperature, slump, or air content. The COR may reject any batch or load of concrete, prior to sampling, that appears defective in composition. Do not incorporate rejected material into the structure. The COR may reject any structure or portion of a structure containing concrete which fails to meet specified acceptance level for strength, failed to maintain the required curing conditions, or is cracked, spalled, or otherwise defective.

*** SECTION END ***

01500 - CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

1.0 UTILITIES

1.1 General

1.1.1 Obtain approval of the COR before any hookup, installation, or removal of temporary utilities.

1.2 Sanitation

1.2.1 Sanitation facilities are not available from the Coast Guard. Provide and maintain COR- approved sanitary conveniences for use by your employees. Seclude from public view. The COR will approve location and installation. Maintain conveniences without nuisance and strictly enforce their mandatory use. Upon completion of work, remove facilities from the premises.

1.3 Electrical Power

1.3.1 Refer to Contract Clause FAR 52.236-14 Availability and Use of Utility Services. The Government will provide temporary power for work under this contract. Coordinate with the COR and make connections for temporary electrical power in accordance with National Electric Code (NEC). Do not exceed the capacity of existing circuits.

1.4 Potable Water

1.4.1 Contractor may use potable water from various fire hydrants located around the base subject to the following.

A) Contractor is to notify COR 24 hours in advance of which hydrant(s) he intends to connect to and the start/stop dates. (COR will, in turn, notify base Fire Department.) Contractor is to connect to the fire hydrant using service connection incorporating a reduced pressure backflow preventer.

B) Contractor connection to hydrant is such that, in the event that the base Fire Department requires use of hydrant in an emergency, the Fire Department can easily connect to the hydrant and the construction water feed can be shut off temporarily.

1.5 Contractors Lay-down Area

1.5.1 Your lay-down area will be within the federal property limits as shown on the Contract Drawings or as co-ordinated with the COR.

1.5.2 If required, provide office(s) for your own use located within the lay-down area and co-ordinated with the COR. Remove all temporary facilities from jobsite upon completion of the Work.

2.0 GENERAL PROTECTION

2.1 General

2.1.1 Refer to Contract Clause FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities and Improvements and Contract Clause FAR 52.236-12, Cleaning Up.

2.1.2 Confine all operations to work limits of the project. All work vehicles, storage, or any operations are specifically prohibited outside of contract limits.

2.1.3 Do not fasten ropes, cables, or guys to existing trees.

3.0 SAFETY

3.1 General

3.1.1 Contract Clause FAR 52.236-13, Accident Prevention prescribes standards for compliance. Bring all accidents and property damage to the attention of the COR. . Furnish a report to the Contracting Officer within 48 hours of the event.

3.2 Weekly Safety Meeting

3.2.1 A weekly on-site safety meeting for all personnel is required. Contractor's designated representative must conduct the meeting. Submit a report of the meeting to the COR on the day the meeting is held, including summary of all topics discussed, copies of any safety related material distributed, and signatures of attendees.

3.3 Fire Protection 3.3.1 Perform work in a fire-safe manner. Provide and maintain fire-fighting equipment on site during the entire construction period.

4.0

SECURITY

4.1 General 4.1.1 RAPIDGATE: The only long-term credential available for entry past the Base Kodiak Main Gate is a Base Kodiak RAPIDGate credential. Federal transportation worker identification cards, TWIC, and retired military identification cards of a Contractor’s employees will not be accepted for Contractor access. Information about the Rapid Gate process can be obtained at http://www.rapidgate.com or by calling 1- 877-RAPIDGate (1-877-727- 4342).

4.2 Vehicle Passes 4.2.1 All vehicles must have current, valid registration, and proof of insurance. All drivers must have a valid driver's license.

5.0

TRAFFIC REGULATION

5.1 General 5.1.1 Take precautions to protect pedestrian and vehicular traffic along road and walkway areas near the work site. When conflicting traffic or hazardous conditions occur, install barricades and directional signs for rerouting the traffic or for the protection of the public.

6.0

GENERAL CLEANUP REQUIREMENTS

6.1 General 6.1.1 Throughout the construction period, maintain the site in a standard of cleanliness as described below.

6.1.2 Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing required protection of materials. Do not allow accumulation of scrap, debris, waste materials, and other items not required for construction of this Work.

6.1.3 Prior to completion of the Work, remove from the jobsite all tool, surplus materials, equipment, scrap debris, and waste.

*** SECTION END ***

01600 - MATERIAL & EQUIPMENT

1.0

DELIVERY, STORAGE, AND HANDLING

1.1 General 1.1.1 The Contractor assumes responsibility for transportation and receipt of all materials. All shipments to the project must be addressed to Contractor.

1.1.2 All material brought to the site shall be accompanied by a Material Safety Data Sheet (MSDS), Form OSHA-20 or DD Form 1813, pursuant to Federal Standard No. 313A (or latest revision). Promptly provide a copy of this document to the COR following material delivery. Include quantities of the product that are used and stored on-site.

2.0

PRODUCTS

2.1 General 2.1.1 Provide products that have been in satisfactory commercial or industrial use a minimum of two years prior to this contract award. Such application must be similar to that as specified.

2.2 Substitutions 2.2.1 Do not make substitutions in materials or methods that were approved during the submittal process without obtaining written approval from the Contracting Officer.

3.0

INSTALLATION STANDARDS

3.1 General 3.1.1 Follow manufacturer's requirements for installation procedures when available. Work that has been improperly installed will be subject to rejection.

3.2 Workmanship 3.2.1 Comply with the industry standards specified in the Technical Sections. See also Contract Clause FAR 52.236-5, Material and Workmanship.

*** SECTION END ***

01700 - CONTRACT CLOSEOUT

1.0

FINAL CLEANING

1.1 General 1.1.1 Upon completion of the work, remove all construction debris and trash. Follow directions of individual technical specification sections for final cleaning.

2.0

FINAL INSPECTION

2.1 General 2.1.1 Notify the COR three (3) days before you will be ready for the Final Inspection for a particular Task Order. Do not call for the inspection until you are certain the work will be complete.

2.2 Government Inspection 2.2.1 On the days scheduled for the Final Inspection, Government inspectors will review the completed work. A punch list will be prepared and delivered to you within three (3) days after the inspection is complete.

3.0

INSPECTION FOR FINAL ACCEPTANCE

3.1 General 3.1.1 When it has been determined that all work required under the Task Order has been completed, the government will make an inspection to determine the date of Final Acceptance. That date will mark the formal acceptance of the facilities, the Completion of the Contract in case of liquidated damages, and the start of the warranty period.

4.0

WARRANTY

4.1 General 4.1.1 Note Contract Clause FAR 52.246-21 Warranty of Construction. Any manufacturers' warranties extended on products or systems used in this Contract shall be transmitted in accordance with Section 01340.

*** SECTION END ***

SECTION 2750 - UNIT PRICE PAVEMENT REPAIRS

(ALASKA)

PART I – GENERAL

1.1 References

1.1.1 The State of Alaska Department of Transportation & Public Facilities Standard Specifications for Highway Construction, 2017 edition, shall be a part of this specification to the extent referenced. When the acronym AKDOT&PF is referenced, it refers to the above document inclusive of supplemental specifications that relate to the sections referenced. Contractor shall comply with the referenced specification section in its entirety, excluding the “Method of Measurement” and “Basis of Payment” sections.

1.2 Submittals

1.3.1 Submittals shall be made in accordance with Section 01340, “Shop Drawings, Product Data, and Samples.

1.3.2 All submittals shall comply with AKDOT&PF practices.

1.3 Quality Assurance

1.4.1 Safety Requirements. Comply with U. S. Army Corps of Engineers “Safety and Health Requirements Manual” (30 Nov 2014), EM 385-1-1.

1.4 Delivery and Storage

1.5.1 Comply with Division 1 of this Specification and AKDOT&PF § 106-1.06.

1.5 Environmental Conditions

1.6.1 Comply with Division 1 of this Specification and environmental requirements found in the individual sections of AKDOT&PF referenced in the following sections of this document.

1.6 Construction Details

1.6.1 Comply with the following referenced AKDOT&PF sections for the “Description of Work”, “Materials”, and “Construction Requirements” for line items of work ordered under each Task Order. Perform density tests and other testing requirements as specified unless otherwise shown on the drawings.

1.7.2 The following AKDOT&PF Specification Sections shall be referenced for construction requirements for the ordered Work.

1. § 201 – Clearing and Grubbing

2. § 203 – Excavation and Embankment

3. § 301 – Aggregate Base and Surface Course

4. § 302 – Subgrade Modification

5. § 303 – Reconditioning [a.k.a. Rehabilitation]

6. § 304 – Subbase

7. § 305 – Stockpiled Material

8. § 307 – Emulsified Asphalt-treated Base Course

9. § 308 – Crushed Asphalt Base Course [a.k.a. Recycled Asphalt Pavement, RAP]

10. § 401 – Hot Mix Asphalt Pavement

11. § 402 – Tack Coat

12. § 403 – Prime Coat

13. § 404 – Seal Coat

14. § 405 – Surface Treatment [i.e., Surface Course]

15. § 603 – Culverts and Storm Drains

16. § 606 – Guardrail

17. § 608 – Sidewalks

18. § 609 – Curbing

19. § 615 – Standard Signs

20. § 618 – Seeding

21. § 619 – Soil Stabilization

22. § 620 – Topsoil

23. § 621 – Planting Trees and Shrubs

24. § 623 – Block Sodding

25. § 631 – Geotextile for Subsurface Drainage and Erosion Control

26. § 632 – Paving Fabric

27. § 635 – Insulation Board

28. § 639 – Driveways

29. § 670 – Traffic Markings

PART II - PRODUCTS

2.1 Materials 2.1.1 Comply with the AKDOT&PF materials specifications which are referenced under the heading "Materials" in Division 700 of the Specifications.

2.1.2 Provide written information on sources of supply for all materials to be incorporated in the work that will be manufactured off the job-site.

PART III - EXECUTION

3.1 Evaluation of Repair Needs 3.1.1 Prior to commencing an area of repairs, walk the site with the COR and confirm the depth of bases, area of new pavement, and location of pavement marking and/or signage, etc.

3.1.2 Meet with the Contracting Officer to discuss and develop a mutual understanding of the schedule, details for administering the work, and security requirements.

3.1.3 Prepare the area and execute the work in accordance with the appropriate Sections of the AKDOT&PF.

3.1.4 Provide copies of trip tickets and/or certificates to the COR.

PART IV - MEASUREMENT AND PAYMENT

4.1 Task Order Line Items … shall be made based on actual measurements. Payment shall be made at the contract unit price for ordered pre-priced pay line items.

*** END OF SPECIFICATIONS ***

Appendices:

Appendix A – Items to be Bid

Appendix B – Hazardous Waste Transfer Process

Appendix C – Base Kodiak Standard Construction Specifications

Appendix D – Base Kodiak Contractor Trailer/Laydown Approval

Appendix E – Base Kodiak Transfer of Waste to USCG

Appendix F – Base Kodiak Standard Forms

Appendix G – RAPIDGate Overview & Program Enrollment

APPENDIX A – ITEMS TO BE BID

PRICE

Includes saw-cutting the perimeter of the area(s) to be patched, excavation and removal of approximately 4”-thick bituminous concrete, compaction and replacement of up to 2” (thick) of base material, furnish tack coat along inside edges, furnish up to 4” (thick) of bituminous concrete in two courses over prepared area(s).

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