C-3_MSBL 20-1008_Repair Pavement Flight-line Side of Fire Department_Specifications.pdf

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INDEFINITE DELIVERY INDEFINITE QUANTITY

REPAIR PAVEMENT, FLIGHT-LINE SIDE OF FIRE

DEPARMENT

SUPPLEMENTARY SPECIFICATIONS

Repair Pavement, Flight-line Side of Fire Department:

Project No. MSBL 20-1008

Prepared by: 787th Civil Engineer Squadron

Joint Base McGuire-Dix-Lakehurst, NJ

DATE: December 2024

Concrete and Paving IDIQ Contract Task Order

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SECTION PAGES DESCRIPTION

00 00 00 2 Cover Sheet and Table of Contents

01 01 00 39 Summary of Work

01 78 30.23 5 CADD Data for GIS Deliverables

02 22 60 5 Trenching, Backfilling & Compaction

05 50 13 2 Bollards

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INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ)

CONCRETE AND PAVING

JOINT BASE MCGUIRE-DIX-LAKEHURST, NEW JERSEY

SECTION 01 01 00 ~ SUMMARY OF WORK

PART 1 GENERAL

1. DESCRIPTION OF SERVICES: The work consists of furnishing all labor, materials, equipment, transportation, fuel, supervision, and quality control required for the project to Repave area on flight line side of Fire Department and repave front parking lot, Project Number MSBL 20-1008; Repair Pavement, Flight-Line Side of Fire Department, on the Joint Base McGuire- Dix-Lakehurst. The Contractor shall perform all work as described herein, in the project Drawings/Plans, and in accordance with the Concrete and Paving IDIQ (Indefinite Delivery Indefinite Quantity) Specifications and Drawings at JB MDL, New Jersey dated March 2025 and any other contract documents.

2. PERIOD OF PERFORMANCE (POP): The Period of Performance is 180 calendar days from the date the resultant Task Order is issued.

3. LOCATION: The work is located on Rounds Road just North of the intersection of Rounds Road and McCord Rd located on Joint Base McGuire-Dix- Lakehurst, NJ (JBMDL) according to contract terms. The project site is on the back side and front parking lot of B687.

4. DISCREPENCIES IN CONTRACT DOCUMENMTS: The summary of work and contract drawing details shall supersede the IDIQ drawing details, unless the IDIQ Details and Specifications are more stringent. Contractor shall bring to the attention of the Contracting Officer any discrepancies that are discovered. When there is a discrepancy between this Section and another Section of the Specifications, the most stringent shall abide.

5. REQUIREMENTS: The Contractor shall provide all the necessary labor, equipment, materials, transportation and supervision to accomplish the following work as described herein and in the project specifications, attachments, and other contract documents. Contractor shall stage his work so it will not interfere with traffic or the daily operation of JB-MDL and employees, the work site shall remain clean and clutter free. This will include setting up alternating traffic and phasing the work on the roadway to allow for alternating traffic. All dumpsters or other containers for trash and debris shall be located in areas designated by the Government and shall be subject to removal and or relocated at the Government’s request. The Contractor shall maintain overall cleanliness of the site at the end of each work day. The work to be performed includes the principal features listed. The general outline of principal features does not in any way limit the responsibility of the contractor to perform all work and furnish all plant, labor, and material required to perform a complete and permanent job to adequately fulfill the intent of these specifications and to deliver a work product(s) that is fit for its intended purpose. Contractor shall make necessary field adjustments and provide and install all materials and components that are necessary for a complete and functional installation. The Contractor shall dispose of all debris at an off post site in accordance with all applicable installation regulations, Federal, State and Local laws and regulations regarding hauling and disposal. These requirements shall not impact the performance period. The Contractor shall obtain all required permits and documentation prior to work commencement. Agencies that may require permits depending on the scale, location and scope of the work may include, but are not limited to, The Ocean County Soil Conservation District OCSCD), The New Jersey Department of Environmental Protection (NJDEP). Soil Erosion and Sediment Controls as outlined in the specifications and plan sheets are required for all work that

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causes a soil disturbance regardless of the requirement for a permit to the appropriate Soil Conservation District. Permit Application to the appropriate Soil Conservation District is required for any task that involves soil disturbances that exceed five thousand square feet. The CONTRACTOR is responsible for reviewing all other tasks to identify any other required permits, preparing and submitting the necessary paperwork and fees and obtaining all required permits.

Requirements and procedures associated with Digging Permits are described elsewhere in the specifications and contract documents and are also the responsibility of the contractor.

6. TECHNICAL REQUIREMENTS: The Contractor shall provide all the necessary labor, equipment, materials, transportation and supervision to accomplish the following tasks as described herein and in project plans, specifications and other contract documents.

6.1 TASK 1 (BASE BID) – REPAVE AREA ON FLIGHT-LINE SIDE OF FIRE

DEPARTMENT. The contractor shall provide construction services to include, but not limited to: personnel, equipment, tools, labor, materials, transportation, and supervision required to repave area on flight-line side of Fire Department. The work includes:

1. All quantities identified herein are estimated. The Contractor shall verify actual quantities at the site prior to submitting a bid.

2. Contractor shall obtain all utility mark outs prior to starting on this project. Water, Serwer, storm, and local telecom shall be requested through the Government’s QAR and other utilities shall be requested through New Jersey One Call, dial 8-1-1- or 800- 272-1000.

3. Contractor shall pay for and obtain an Ocean County Soil Erosion Permit for this project. The Government will provide signed and sealed drawings once the contract has been awarded.

4. Furnish and install the temporary soil erosion and sediment control measures.

5. Contractor shall remove, haul, transport, and dispose of sub grade materials, asphalt and concrete and all other construction debris off base at the Contractor’s expense. No stock piling of material allowed on base.

6. Contractor shall mill full depth down to existing subgrade. Extent of milling shall be the limits indicated on the project plans, approximately ten thousand (10,000) square feet. Grade and prepare the subgrade area, compacting the material to 95% compaction ( via proof rolling, nuclear density gauge, etc.) for the proposed paved area and parking lot in accordance with the project plans. Including removing any and all cut volume that is generated from bringing the existing grade down to the proposed grade.

7. Remove, Haul, transport and dispose of six (6) concrete anchor points, three (3) concrete pads with steel hatches, one concrete vault and one hundred forty (140) linear feet of abandoned helium pipes as indicated with the project drawings.

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8. Furnish and install pavement full depth, approximately ten thousand (10,000) square feet as indicated within the project plans. Asphalt section shall include eight (8) inches thick of compacted NJDOT DGA subbase, four (4) inches thick of asphalt base course, HMA 19M64, and three (3) inches of asphalt surface course, HMA 9.5M64. Contractor shall install prime coat and tack coat.

9. Seal longitudinal joint where existing asphalt and new asphalt meet.

10. Provide four (4) bollards to be placed around existing light-pole as indicated on plans.

Bollards will be 8” DIA. SCH 40 Steel pipe filled with 4,500 PSI concrete with yellow plastic sleeve.

11. Remove and dispose of any excess dirt material not to be incorporated into the project.

12. Remove temporary sediment control measures.

13. Clean the work site of any debris after completion of the project to include removing temporary sediment control measures.

14. Installation of new asphalt will generate dust. Prevent migration of dust into areas where unprotected military/civilian personnel are working.

15. This project shall be performed in strict accordance with the specifications and drawings forming parts thereof, subject to the terms and conditions of the contract.

16. Prior to submitting a proposal, the Contractor shall field verify all dimensions, required quantities, access routes, staging areas, and all CSI divisions of work to ensure a complete and usable, code compliant, and warranted product. Dimensions and quantities included in the RFP and/or discussed should not be used solely to determine the Contractor’s proposed price.

6.2 TASK 1 (BASE BID) – REPAVE PARKING LOT IN FRONT OF FIRE

DEPARTMENT. The contractor shall provide construction services to include, but not limited to: personnel, equipment, tools, labor, materials, transportation, and supervision required to repave front parking lot of Fire Department. The work includes:

1. All quantities identified herein are estimated. The Contractor shall verify actual quantities at the site prior to submitting a bid.

2. Contractor shall obtain all utility mark outs prior to starting on this project. Water, Serwer, storm, and local telecom shall be requested through the Government’s QAR and other utilities shall be requested through New Jersey One Call, dial 8-1-1- or 800-272- 1000.

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3. Furnish and install the temporary soil erosion and sediment control measures.

4. Contractor shall saw cut asphalt roadway at the limits of the proposed work as indicated on the project drawings.

5. Contractor shall remove, haul, transport, and dispose of sub grade materials, asphalt and concrete and all other construction debris off base at the Contractor’s expense. No stock piling of material allowed on base.

6. Furnish and install pavement full depth, approximately twenty six thousand one hundred fifteen (26,115) square feet as indicated within the project plans. Asphalt section shall include eight (6) inches thick of compacted NJDOT DGA subbase, four (4) inches thick of asphalt base course, HMA 19M64, and three (2) inches of asphalt surface course, HMA 9.5M64. Contractor shall install prime coat and tack coat.

7. Install approximately one thousand five hundred (1,500) linear feet of white thermoplastic parking stall lines, four (4) inches thick to delineate parking lines. Marking lines to match existing layout per MUTCD and NJDOT Specifications.

8. Install three (3) Handicapped markings symbols in accordance with the project plans.

Marking lines to match existing layout per MUTCD and NJDOT Specification

9. Install approximately sixteen (l6) linear feet of white 24” stop bar. Marking lines to match existing layout per MUTCD and NJDOT Specifications.

10. Contractor shall remove existing concrete sidewalk and replace with new concrete sidewalk, approximately one hundred ten (110) cubic yards.

11. Contractor shall remove existing concrete curb and replace with new concrete curb, approximately one hundred ninety-five (195) linear feet.

12. Contractor shall install approximately ninty (90) linear feet around each light pole (total of two (2) in parking lot) as indicated on plans. Fill area with new topsoil and seed approximately three hundred (300) square feet. Total approximately one hundred eighty

(180) liner feet and approximately six hundred (600) square feet of topsoil and seed.

13. Replace existing type N inlet.

14. Contractor shall install topsoil in all disturbed areas.

15. Contractor shall hydro seed all new topsoil and disturbed areas.

16. Clean the work site of any debris after completion of the project to include removing temporary sediment control measures.

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17. Installation of new asphalt will generate dust. Prevent migration of dust into areas where unprotected military/civilian personnel are working.

18. Remove and dispose of any excess dirt material not to be incorporated into the project.

19. Remove temporary sediment control measures.

20. This project shall be performed in strict accordance with the specifications and drawings forming parts thereof, subject to the terms and conditions of the contract.

21. Prior to submitting a proposal, the Contractor shall field verify all dimensions, required quantities, access routes, staging areas, and all CSI divisions of work to ensure a complete and usable, code compliant, and warranted product. Dimensions and quantities included in the RFP and/or discussed should not be used solely to determine the Contractor’s proposed price.

7. INSPECTION OF WORK - Technical surveillance of workmanship and inspection of materials for work being performed under this contract shall be the responsibility of the Contracting Officer Representative (government project manager). Note that the contractor remains solely responsible for Quality Control on the project.

8. PRECONSTRUCTION CONFERENCE - A preconstruction conference will be scheduled by the Contracting Officer, after contract award, after award of each and every task order and prior to commencement of work under the contract and/or on any task order. The Contracting Officer will notify the Contractor of the time, date, and place set for the meeting which will be held at a location to be designated by the Contracting Officer. At this meeting, the Contractor shall be oriented with respect to Government procedures and lines of authority, as well as contractual, administrative, and construction matters. The Contractor is required to furnish a current certificate of insurance and a letter appointing a Construction Superintendent, as well as resumes/qualifications for all other Contractor Quality Control, Supervisory/Management Staff and any other applicable Contractor Personnel assigned to the project as outlined and required in the contract documents, at the meeting. If allowed by the Contracting Officer, and if there are no personnel changes in the interim, resume/qualifications submittals provided for previous task orders under this contract may be referenced for subsequent task orders. Such referrals shall be documented with a submittal form (ENG Form 4025 or AF IMT 3000 Material Approval Submittal) submitted in accordance with Specification Section 01 33 00, identifying the submittals from previous task orders being referenced by task order and submittal number. Other topics to be discussed during the preconstruction conference may include, but not be limited to: the administration of the value engineering and safety programs, preparation of the schedule of prices or earned value report, shop drawings and other submittals, scheduling programming, prosecution of the work, and clear expectations of the “Interim DD Form 1354” submittal. Major subcontractors who will engage in the work must also attend.

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9. SUBMITTALS – The following shall be submitted, in accordance with the procedures and requirements outlined in Specification Section 01 33 00 SUBMITTAL PROCEDURES, to the Contracting Officer for approval.

10. QAULITY CONTROL – The Contractor shall provide and maintain an effective quality control program that complies with the contract clause entitled "Inspection of Construction" (FAR 52.246-12), the below stated quality control requirements and the quality control requirements stated in the respective section of the specifications.

The Contractor shall establish a quality control system to perform sufficient inspection and test of all items of work, including that of his subcontractors. The quality control system shall ensure conformance with applicable specifications and drawings with respect to materials, workmanship, construction, finish, functional performance, and identification. The quality control system shall be established for all construction except where the technical provisions of the contract provide for specific Government control by inspections, tests, or other means. The Contractor's control system shall specifically include the surveillance and tests required in the technical provisions of the contract specifications. For purposes of the above description, shop manufactured standard products is not defined as construction. Quality control personnel shall also be charged with the responsibility of policing the safety program. This duty shall be clearly set forth in the quality control program.

a. The Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the contract plans and specifications. The controls shall be adequate to cover all construction operations, including both on-site and off-site fabrication and shall be keyed to the proposed construction sequence and shall include as a minimum at least three phases of inspection for all definable items or segments of work as follows:

1) Preparatory Inspection. To be performed prior to beginning any work on any definable segment or work. To include a review of contract requirements; a check to assure that all materials and/or equipment have been tested, submitted, and approved; a check to assure that provisions have been made to provide required control testing: examination of the work area to ascertain that all preliminary work has been completed; a physical examination of materials and equipment to assure that they conform to approved shop drawings or submittal data and that all materials and/or equipment are on hand. The Contracting Officer shall be notified at least 48 hours in advance of the preparatory inspection and such inspection shall be made a matter of record in the 's quality control documentation as required by subparagraph c.

2) Initial Inspection. To be performed as soon as a representative segment of the particular item of work has been accomplished and to include: examination of the quality of workmanship, a review of control testing for omissions, and dimensional requirements.

3) Follow-up Inspection. To be performed daily or as frequently as necessary to assure continuing compliance with contract requirements, including control testing, until completion of the particular segment of work.

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b. The Contractor shall maintain current records of all inspections and tests performed on an appropriate approved format. These records shall provide factual evidence that the required inspection or tests have been performed, including type and number of inspection or tests involved: results of inspections or tests; nature of defects, causes for rejection, etc.; proposed remedial action: and corrective actions taken. They shall not build up or conceal any feature of the work containing uncorrected defects, and payment on deficient items will be withheld until they are satisfactorily corrected or other action has been taken as authorized pursuant to the contract clause entitled "Inspection of Construction". These records must cover both conforming and defective items and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records must be furnished through the COR, to the Contracting Officer daily. Records shall be verified by the Prime's designated representative daily.

c. The Contractor's job supervisory staff may be used for quality control, supplemented, as necessary by special technicians, or testing facilities, to perform all specified tests, balancing, adjusting and/or regulating mechanical and electrical devices, equipment and/or systems. As an option, an industry recognized testing laboratory approved by the Contracting Officer may also be used.

d. The Contractor shall furnish to the Contracting Officer for approval as soon as practicable, and in no event later than 7 calendar days after receipt of the notice to proceed for each task order, an original and 4 copies of a quality control plan, specific to the work under the task order, which shall include: the personnel, procedures, instructions, and records to be used. This document shall include as a minimum:

1) The quality control organization.

2) Qualifications of personnel to be used for this purpose.

3) Authority and specific areas of responsibilities of each of the quality control personnel.

4) Methods of performing quality control inspections including the Contractor's employees work.

This requires a statement concerning quality control measures to be used in work described in each technical section of the specifications applicable to the work under the work order/task order.

5) Designate how testing shall be performed either by technicians employed by the Contractor or by an industry recognized testing laboratory. The following information shall be a part of the quality control plan.

a) Latest calibration data for concrete testing machines and Marshall Machine where applicable.

b) Name and qualifications of each employee designated for the performance of specific

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types of tests.

c) A list of the control tests which the Contractors employees are to perform, not only by name, but also by numerical designation, together with a statement to the effect that the laboratory has a copy of each such procedures, and has facilities and serviceable testing equipment to perform these tests.

d) The Contractor’s understanding of the procedures to follow if the test result indicates lack of compliance with the specification requirements.

e) A copy of a letter of direction to the quality control manager responsible, outlining their duties and responsibilities, and signed by a responsible officer of the firm.

6) Before construction operations are commenced, the Contractor shall meet with the Contracting Officer and discuss the quality control plan. The meeting shall develop mutual understanding relative to details of the system, including the forms to be used for recording the quality control operations, inspections, administration of the system, and the interrelationship of the Contractor and Government Inspector.

7) No construction and/or off-site fabrication shall be started until the Contractor's quality control plan is approved. Construction of any feature of the work will only be permitted after approval of the quality control plan, or at least approval of that portion of the plan applicable to the specific feature of the work. As a rule, except for the start of the construction period, quality control of test techniques shall be approved by the Contracting Officer prior to the application. No payment estimate will be processed by the Contracting Officer prior to agreement upon the testing regime and receipt of the required testing reports/data. The Contractor shall notify the Contracting Officer in writing of any proposed changes to this inspection system; no such change shall be implemented prior to approval in writing by the Contracting Officer.

8) If recurring deficiencies in an item indicate that the quality control system is not adequate;

such corrective actions shall be taken as directed by the Contracting Officer.

9) In the event the Contractor utilizes the service of a commercial testing laboratory, the Contracting Officer reserves the right to check laboratory equipment for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques.

10) The Contracting Officer reserves the right to utilize the Contractor's control testing laboratory and equipment to make spot tests and to check the Contractor's testing procedures, techniques, etc.

11. GENERAL CONSTRUCTION REQUIREMENTS – Contractor shall refer to the Paving IDIQ Specification Sections, this document and the Construction Drawings for additional requirements and information.

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

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

2. 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.

13. LOCATION OF UNDERGROUND UTILITIES

a. The AF Form 103 Base Civil Engineering Work Clearance Request ~ Digging Permit (see attached AF Form 103) is used for any JB MDL Contractor work that may disrupt aircraft or vehicular traffic flow, base utility services, base communication cables, protection provided by fire and intrusion alarm systems, or routine activities of the installation. This form is used to coordinate the required work with key base activities and keep customer inconvenience to a minimum. It is also used to identify potentially hazardous work conditions and prevent accidents. The Work Clearance Request is initiated by the Contractor through the QAR at least ten (10) days prior to the start of work. If work delays are encountered, and/or the conditions at the job site change (or may have changed) the Work Clearance Request must be re-processed. Contractor shall coordinate and obtain all utility mark outs prior to starting work on all projects on JB MDL.

The processed and approved AF Form 103 is used as an authorization document to work in a specified area. It certifies that all required coordination has been conducted.

1) Submission of this form is for local installation mark outs only and does not relieve the

Contractor of the responsibility for obtaining public utility mark outs.

b. Obtain digging permits prior to start of excavation by submitting AF IMT 103, 19940801, V3, or latest version, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST Form to the Joint Base 87th Civil Engineer Squadron not later than 20 working days in advance of any excavation. Contractor shall verify and record for submission with the as-built drawings, the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be removed but indicated or discovered during the investigative and/or exploration and/or execution phases of the work. The Contractor should consider electronic or other scanning technologies to identify any utilities that may not otherwise be identified on the project plans and to confirm the location of those utilities shown on the plans. Contractor shall verify elevations of adjacent structures or structures to be connected to the system before installing new work so that any adjustments may be made to the plans prior to the start of work. The investigations and verifications cited herein and elsewhere in the contract documents shall be incidental to the work under this contract.

c. Notify the Contracting Officer at least 48 hours prior to the actual start of excavation work.

Contractor shall notify any other regulatory authorities or utilities, if required, in accordance with

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the policies of those agencies. Contractor is responsible for marking all utilities not marked by one-call or the installation. Contractor shall also be responsible for documenting the location, size, type of utility or facility, construction of the utility or facility, encountered during the progress of the work. All such identifying and location information shall be provided to the contracting officer as part of the As-Built plan submission.

d. Responsibilities:

1) For projects located on McGuire and Lakehurst the Contractor shall prepare Work Clearance

Request for Mark out Form 103 (see attached Form103 McGuire, and Form103 Lakehurst) and any required maps/drawings on paper. Requests shall be submitted to the Government and coordinated for approval by the Contractor as directed by the project manager.

2) For projects located on Dix the Contractor shall prepare AF Form 103 Work Clearance Request, and Pride Form #205 JB Joint Base Dix Mark Out Request (Technical Exhibit 1) (see attached Form103 and Pride Form 205) along with all required sketches/drawings electronically as a PDF to the Government project manager.

3) Routine/non-emergency requests shall be submitted at least twenty (20) working days prior to the estimated start date of the required work. For emergency work the requests shall be submitted immediately. "Emergency Request" shall be clearly annotated by the Government on the AF Form 103 and Pride 205 if working on Dix.

4) Procedures:

a) The Contractor shall provide clear, legible documents, depicting the exact area of work and the nature of construction. Prior to submitting a mark out request the Contractor shall mark all proposed areas of excavation/work with white paint and flags as needed.

b) Dix specific: the Contractor shall under direction of the Government project manager be responsible for obtaining coordination of any elements on the form that fall outside of the Base Civil Engineering function. (I.E. Fuel Supply, Safety, Security, Operations, and Communications etcetera). When completed the Contractor shall provide the Government project manager with a signed copy of all approvals.

c) The Contractor shall ensure that all appropriate approvals are obtained prior to the start of any work.

d) Dix specific: the Contractor shall notify the Government project manager upon completion of all work associated with the mark out request is complete.

e) All other utilities shall be requested through New Jersey One Call.

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14. SITE RESTORATION - The Contractor shall remove and dispose of existing pavements as necessary to perform the work, (partial depth and full depth) and existing sub-base course material; all millings and excavation materials shall be disposed of off base in accordance with all Federal, State and local regulations, to include the submittal of disposal slips documenting disposal at certified disposal sites. Unless otherwise specified by the SOW, pavement restoration shall match existing surrounding pavements, or the details provide in the project drawings, whichever is more stringent.

1. Where any portion of an existing concrete curb and gutter system lies within the excavation zone, t he Contractor shall remove existing concrete curb, gutter, and combination concrete curb and gutter. Construct new concrete curb, concrete gutter, and combination concrete curb and gutter to include all layout work, elevations, and excavation, forms, reinforcement and finish work as part of the restoration work.

Remove existing concrete sidewalk with or without reinforcing, as required to facilitate the work. Construct new concrete sidewalks and concrete pads which shall include all layout work, elevations, excavations, forms, reinforcement (all new concrete pavements shall be constructed with reinforcement) and finish work, perform vertical concrete form work from sub-grade to a maximum height of twenty feet, as part of the restoration work.

2. The Contractor shall provide and install Government approved fill material, as needed.

Excavate topsoil or earth and move to staging area, topsoil may be reused. Provide and install screened topsoil, fertilizer and grass seed, as needed and in accordance with the contract documents. Soil stabilization fabric and core rock shall be used for stabilization. Provide and install backfill, screened topsoil, asphalt, or aggregate on road shoulders, all work to be accomplished in accordance with the specifications and requirements of the Burlington and/or Ocean County (as applicable) Soil Conservation District(s) and the project plans. Fill material shall be free from roots, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

3. Where required for restoration and/or by the SOW, the Contractor shall paint line markings, traffic letters, traffic arrows, traffic symbols, numeric symbols, and blue handicap symbols where indicated, including all surface preparation and layout.

Unless otherwise specified, paint thermoplastic traffic stripes 4” wide, solid, yellow or white; paint traffic stripes 4” wide, broken, yellow or white; paint parking lot stripes 4” wide, solid, white; paint crosswalk lines 12” wide, solid, white; paint stop lines 18” wide, solid, white.

10. FIRE PROVENTION - The Contractor's operations shall comply with all requirements of the Installation Fire Prevention Standards, Air Force, Army and Navy Regulations as applicable, most current issue of the National Fire Codes, and the Fire Department which is Authority Having Jurisdiction (AHJ). Open flame, hot work requires prior approval of the Fire Department of AHJ.

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11. ADDITIONAL CONTRACT REQUIREMENTS

1. Contractor shall refer to the Paving IDIQ Specifications Sections, New Jersey

Department of Transportation Standard Specification for Road and Bridge Construction Current Edition, this document and the Construction Drawings for additional requirements and information.

2. All Exterior treatments shall be in accordance with the current guidance in the installation design guides unless otherwise specified in the scope of work.

3. The Contractor shall maintain overall cleanliness of the site at the end of each work day.

This daily cleanup will not relieve the Contractor from responsibility of the final cleanup before acceptance of all work. After completion of all activities, the Contractor shall be required to clean the area being worked on by removing all dirt, trash, and debris resulting from their work and shall restore the area to its original state of cleanliness. All areas of disturbed turf shall be covered with a layer of topsoil, fine graded, and seeded to establish new grass and as called for in the technical specifications and project drawings. Debris will not be dumped on Government property unless a nongovernment owned dumpster is used. The Contractor shall dispose of all debris at an off post site. Federal, State and Local laws and regulations regarding hauling and disposal shall apply.

4. Proper, adequate and proficient supervision shall be provided by the Contractor throughout all phases of the work. Work performed under this contract could be accomplished on both well-traveled and semi traveled streets and major roads, throughout the base, to include training areas, and in or around buildings and other training and base facilities. Where it is necessary to close, either partially or completely, roads or other facilities during conduct of the work, Contractor shall identify such areas in their proposal. A minimum of 30 working days prior to the start of any full or partial closure, Contractor shall provide a traffic control plan for approval. A minimum of 10 working days prior to the start of any full or partial closure, Contractor shall post appropriate signage identifying the road closure or change to traffic patterns, the dates of the closure/traffic pattern change, and identifying the detour route; The traffic safety, control and detail plan, shall provide and install as a minimum, all required safety warning signs, traffic control signage, such as detour and construction ahead signs, and flag person if required with radio communication for traffic control as specified in the approved traffic control submittal. Traffic control efforts shall also meet the requirements of Specification Section 01 50 00, paragraph 3.4. and install as a minimum, all required safety warning signs, traffic control signage, such as detour and construction ahead signs, and flag person if required with radio communication for traffic control as specified in the approved traffic control submittal. Traffic control efforts shall also meet the requirements of Specification Section 01 50 00, paragraph 3.4.

5. The Contractor is obligated to verify all measurements and specification requirements during an on-site visit prior to providing his proposal for the work. The Contractor accepts responsibility for any issues that arise due to his lack of attendance at site visits

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or choosing to not conduct the site visit prior to providing a proposal for the work.

6. It shall be the Contractor's responsibility to follow the manufacturer's recommendations and upgrade all construction in accordance with the applicable regulation. Any part of construction not performed in accordance with the applicable regulation shall be repaired or replaced by the Contractor at no additional cost to the Government.

7. Any inspection for this work by any DOD personnel shall not in any way be interpreted as waiving the Government’s requirement that the work product(s) be fit for its intended purpose. Government inspections do not in any way constitute acceptance of work quality or fitness until the final acceptance inspection is made.

8. Contractor to provide final grade around all existing, new and modified structures.

Contractor shall ensure positive drainage away from the structures to prevent infiltration into the structure, ponding on site and to promote drainage away from structures.

9. Contractor shall stabilize construction sites at the end of each day.

10. Contractor shall employ storm water quality BMPs and all NJDEP requirements during construction.

11. Contractor shall attend Pre-Bid, Pre-Construction and monthly project meetings as required or determined to be necessary by the specifications or Contracting Officer.

12. At the conclusion of the work and prior to final payment, Contractor shall provide As-

Built/Record drawings for all work performed in accordance with the project specifications and respective scope(s) of work.

12. ENVIRONMENTAL SPECIFICATIONS:

1. ENVIRONMENTAL COMPLIANCE

a. The Contractor shall comply with the most stringent environmental federal, state, and local laws and regulations; and Air Force policies, instructions, and plans. The federal Government is not exempt from compliance with environmental regulations. The Contractors are responsible to know and follow all applicable Federal, State, Local and Air Force regulations for environmental protection, including waste disposal, sewer discharge, air emissions, and storm water requirements. The contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on JBMDL. The Prime Contractor shall ensure that their subcontractors (if any) comply with these specifications.

b. Conformance with Environmental Management Systems: The Contractor shall perform work under this contract consistent with the relevant policy and objectives identified in this section and in the Joint Base McGuire Dix Lakehurst (JBMDL)

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Environmental Management System (EMS). The Contractor shall perform work in a manner that conforms to all appropriate Environmental Management Programs and Operational Controls identified in this section and by the JBMDL EMS (administered by the 787 CES/CEIE). The Contractor shall also provide monitoring and measurement information as necessary for the 787 CES/CEIE to address environmental performance relative to the environmental, energy, and transportation management goals. In the event an environmental nonconformance or noncompliance associated with the contracted services is identified, the Contractor shall take corrective and/or preventative actions. In the case of a noncompliance, the Contractor shall respond and take corrective action immediately. In the case of a nonconformance, the Contractor shall respond and take corrective action based on the time schedule established by the EMS Site Coordinator (787 CES/CEIE). In addition, the Contractor shall ensure that their employees are aware of the roles and responsibilities identified in this section and how these requirements affect their work performed under this contract. Contractor personnel shall complete yearly EPA sponsored environmental training and any environmental training provided by JBMDL as necessary. 787 CES/CEIE maintains a seasonal restriction on tree cutting for projects occurring between April 1 and September 30 to avoid impacts to migratory birds protected under the Migratory Bird Treaty Act, and mowing restrictions between April 15 and July 31 for all construction projects.

2. PRESENCE OF HAZARDOUS MATERIALS (HAZMAT):

a. The Contractor is advised that hazardous materials (HAZMAT) may be encountered during the execution of TOs. When a TO identifies a Government-provided 100% complete design, a HAZMAT Survey will be typically included as part of the design submittal. When a HAZMAT Survey cannot be provided, or when the TO specifically requires the MACC Contractor to include the development of the HAZMAT Survey, the Contractor will be responsible to perform a HAZMAT Survey of all anticipated surfaces/areas involved with the project that can be suspected of containing hazardous materials which will impact the construction/renovation process. This tasking will be required to establish the extent of hazardous materials which will require abatement or special handling procedures during the execution of the following-on construction/ renovation project. The potential hazardous materials may include asbestos, lead-based paint, polychlorinated biphenyl (PCB), radon, radioactive materials, and other materials identified by the Environmental Protection Agency which typically affect construction. Based upon the results of the survey, any areas requiring remediation that were not specifically identified in the project will be treated as a differing site condition.

3. SOLID WASTE, HAZARDOUS WASTE AND HAZARDOUS MATERIALS

a. The Contractor is responsible for the proper handling, disposal, and costs of solid and hazardous wastes and hazardous materials generated by or utilized during the course of its activities. Proper handling also includes recycling and material

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recovery. The terms solid and hazardous wastes, and hazardous materials, include, but are not limited to, those defined in the Federal Water Pollution Control Act; the Comprehensive Environmental Response, Compensation, and Liability Act of 1980; the Solid Waste Disposal Act; the Clean Air Act; and the Toxic Substances Control Act; the New Jersey Solid Waste Management Act; the New Jersey Water Pollution Control Act; the New Jersey Air Pollution Control Act and the regulations promulgated pursuant to those Acts. The Contractor shall also be responsible for any enforcement action that may be taken by the State of New Jersey, other State or the Federal Government related to handling, transportation and the proper disposal of solid and hazardous waste and hazardous materials. If notification, certifications, documentation, manifests, permits or any other written materials are required by law to be obtained, prepared and/or submitted, the Contractor shall prepare same and provide a written copy to the CO, and a copy to the Environmental Flight (787 CES/CEIE) within the timeframes set forth in the law and regulations governing the action. Hazardous waste manifests must be signed by the Environmental Flight Hazardous Waste Coordinator, Building 2403 at McGuire, Building 5 at Lakehurst, and Building 5317 at Dix. JBMDL is not responsible for any hazardous materials brought on base by the Contractor that may become hazardous waste during the course of performance. Contractor shall remove hazardous waste/material from the installation at the conclusion of each resultant task order.

b. Source Separation of Solid Waste: Wastes shall be placed in closed metal containers that are emptied before the capacity of each container is exceeded. Solid waste shall be separated and placed in individual containers in a manner that facilitates recycling of the various categories of waste. Contractor is responsible for the handling and the associated costs of disposal for all solid wastes generated.

Cardboard and all types of metal shall be source separated and recycled at an appropriate off-site facility. If approved by the CO and arrangements have been made with the COTR, the recyclable materials might be delivered to the Recycling Center, building #2321 for McGuire or Dix and building #669 for Lakehurst.

c. Hazardous Material Handling: Any hazardous material or chemical to be used or stored by the Contractor must be approved, in writing, by the CO prior to the Contractor bringing it on the Base. The Contractor must utilize an AF Form 3000, Material Approval Submittal, listing each container of hazardous material stored, kept, or utilized, to include Material Safety Data Sheets (MSDS). MSDS sheets must also be displayed on-site for access by Contractor employees as well as the Government, per OSHA requirements.

d. Solid Waste Disposal Report: Monthly the Contractor shall submit a solid waste disposal report and/or recycling report to the CO with a copy to 787 CES/CEIE.

For each waste, the report shall state the classification (using the definitions provided in this section), amount, location, and name of the business receiving the solid waste. The Contractor shall include copies of the waste handling facilities' weight tickets, receipts, bills of sale, and other sales documentation. In lieu of sales

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documentation, the Contractor may submit a statement indicating the disposal location for the solid waste which is signed by an officer of the Contractor firm authorized to legally obligate or bind the firm. The sales documentation or Contractor certification shall include the receiver's tax identification number and business, EPA or State registration number, along with the receiver's delivery and business addresses and telephone numbers. For each solid waste retained by the Contractor for his own use, the Contractor shall submit on the solid waste disposal report the information previously described in this paragraph. Prices paid or received shall not be reported to the CO unless required by other provisions or specifications of this Contract or public law

4. POLYCHLORINATED BIPHENYL (PCB)

Background Information

a. Polychlorinated Biphenyls (PCB) are a group of man-made organic chemicals consisting of carbon, hydrogen, and chlorine atoms. PCBs have no known taste or smell, and range in consistency from an oil to a waxy solid. PCBs were commercially manufactured from 1929 until manufacturing was banned in 1979 by the Toxic Substance Control Act (TSCA). EPA’s regulations implementing TSCA for PCBs allow some inadvertent generation of PCBs to occur in excluded manufacturing processes, as defined in 40 CFR 761.3. They have a range of toxicity and vary in consistency from thin, light-colored liquids to yellow or black waxy solids. Due to their non-flammability, chemical stability, high boiling point and electrical insulating properties, PCBs were used in hundreds of industrial and commercial applications such as: 1) electrical, heat transfer, and hydraulic equipment 2) plasticizers in paints, plastics, and rubber products 3) pigments, dyes and carbonless copy paper 4) other industrial applications. PCB Products consisted of: 1) transformers and capacitors 2) electrical equipment, switches, bushings, electromagnetics, capacitors 3) motor and hydraulic oils 4) fluorescent light ballasts

5) Cable insulation 6) Thermal insulation including fiberglass, felt, foam- and cork

7) adhesives and tapes 8) oil-based paint 9) caulking 10) plastics 11) floor finish.

b. PCBs can still be released into the environment by 1) poorly maintaining or illegally dumping of hazardous waste that contain PCBs 2) Leaks or releases from electrical transformers containing PCBs 3) Burning some wastes in municipal and industrial incinerators.

c. PCBs are one of the most widely studied environmental contaminants. PCBs do not readily break down once in the environment. They can remain for long periods cycling through air, water, and soil.

d. PCBs have been proven to cause a variety of adverse health effects such as cancer, issues regarding the immune system, reproductive system, nervous system, endocrine system to name a few.

e. JBMDL has about 700 buildings and about 500 structures that pre-date the 1990s era in which case could contain PCB materials. JBMDL maintains PCB-related

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records (building surveys, removal documentation, etc.), although there are fewer PCB records than asbestos and lead.

5. CONTRACTOR REQUIREMENTS

JBMDL will provide the Contractor with appropriate known PCB records and documentation for buildings and structures corresponding to their project within their scope of work. The Contractor is advised that PCB may be encountered in area(s) where contract work is to be performed.

The Contractor is responsible for strictly adhering to all applicable federal, state, and local laws, regulations, and requirements. Current (may not include all) federal, state, and local laws and regulations (subject to change) are outlined below starting with section 6.3.

a. For PCB Surveys:

i. When required by the TO, the following will be performed: The Design Team, Hazardous Material (HAZMAT) Consultant, and/or approved Contractor shall survey the existing facility/site and sample all materials/surfaces which are scheduled to be demolished, affected, or otherwise disturbed during the accomplishment of this project.

ii. At a minimum the survey report will include a map indicating surfaces/materials tested; a summary of surfaces/materials tested and their results; certification of calibration of all equipment utilized; and a statement indicating the technician performing the survey has at least 3 years of experience performing this type of survey.

b. For PCB Abatement/Removal Projects:

i. The Contractor shall provide the 787 CES/CEIEC PCB Program Manager(s) no later than 60 calendar days prior to the start of work, all relevant employee/supervisor PCB licenses and certifications for performance and PCB-related work.