W9124823B0001-0006 Conformed copy.pdf

0011727848

A. Bidders must complete and return the SF 1442 front and back (2 Pages), Technical Exhibit 1 (Bid Price Schedule), and Section K (Reps and Certs) by the date and time specified in Block 13A of the SF 1442. Faxes w ill NOT be accepted.

B. Offeror must acknow ledge receipt of all amendments by giving number and date as required in Block 19.

C. Bids and Bid Amendments shall be submitted via US Mail/Expressed Mail or Hand Carried per Instruction to Bidders. Please enter your CAGE code, Tax ID (TIN) & DUNS in Block 14 of Page 2.

D. The Government intends to aw ard a single Indefinite Delivery, Indefinite Quantity (IDIQ) type Paving contract for this Solicitation. The project is 100% small business set-aside.

E. The Magnitude of this project is betw een $25,000,000 and $100,000,000.

F. Assigned NAICS Code is 237310, "Highw ay, Street, and Bridge Construction", Small Business size standard is $45.0 Million.

G. A 12 month Base Period w ith Four (4) 12 month Option Years is contemplated.

X

AARON L DAVIS (270) 798-7262

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

05-May-2023

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________Task Order

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________0 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________13 Jun 2023 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______180 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

W6QM MICC-FT CAMPBELL

KO DIRECTORAET OF CONTRACTIN

BLDG 2174 13 INDIANA ST

FORT CAMPBELL KY 42223-5358

W91248

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

12:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W9124823B0001 103

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W9124823B0001

Section SF 30 - BLOCK 14 CONTINUATION PAGE

AMENDMENT 0004

FAR 52.228-1 was duplicated and has been removed from Section I but remains in Section L.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Road Construction – FTCKY (KY and TN)

FFP

The Contractor shall provide all parts, labor, tools, equipment, materials, transportation and supervision necessary to complete each task order placed against this Firm-Fixed Price (FFP) Indefinite Delivery/Indefinite Quantity (IDIQ) Contract in accordance with the terms and conditions of the contract, each specific Statement of Work (SOW), specifications, and drawings.

FOB: Destination

PURCHASE REQUEST NUMBER: 0011727848

PSC CD: Z2LB

NET AMT

1001 1 Job OPTION Road Construction – FTCKY (KY and TN)

FFP

The Contractor shall provide all parts, labor, tools, equipment, materials, transportation and supervision necessary to complete each task order placed against this FFP IDIQ Contract in accordance with the terms and conditions of the contract, each specific SOW, specifications, and drawings.

FOB: Destination

2001 1 Job OPTION Road Construction – FTCKY (KY and TN)

FFP

The Contractor shall provide all parts, labor, tools, equipment, materials, transportation and supervision necessary to complete each task order placed against this FFP IDIQ Contract in accordance with the terms and conditions of the contract, each specific SOW, specifications, and drawings.

3001 1 Job OPTION Road Construction – FTCKY (KY and TN)

FFP

The Contractor shall provide all parts, labor, tools, equipment, materials, transportation and supervision necessary to complete each task order placed against this FFP IDIQ Contract in accordance with the terms and conditions of the contract, each specific SOW, specifications, and drawings.

4001 1 Job OPTION Road Construction – FTCKY (KY and TN)

FFP

The Contractor shall provide all parts, labor, tools, equipment, materials, transportation and supervision necessary to complete each task order placed against this FFP IDIQ Contract in accordance with the terms and conditions of the contract, each specific SOW, specifications, and drawings.

Section C - Descriptions and Specifications

STATEMENT OF WORK

SECTION 01000 – GENERAL REQUIREMENTS AND SITE PREPARATION

REQUIREMENTS CONTRACT FOR

CONSTRUCTION, REPAIR, RESTORATION AND

REHABILITATION OF ROADWAYS AND HARDSTANDS

FORT CAMPBELL, KENTUCKY (KY)

PROJECT NO. FE230013J

1 SCOPE

The contractor shall furnish all labor, materials, equipment, and administrative overhead to construct, improve or rehabilitate hardstands. Hardstands shall be defined as but not limited to roadways, parking areas, runways, taxiways, cargo ramps, parking aprons, vehicular trails, walking trails, sidewalks, and gravel roads/walkways/parking. Work will include but not be limited to asphalt, concrete, or gravel pavements, asphalt overlays / surface treatments, pavers, striping and traffic signage. Repairs may include milling or removal of existing strata and replacement of surface and base layers of asphalt, concrete, or gravel as required by the government. Work areas shall be excavated as necessary to repair or install new strata profiles. All roadway maintenance and construction typically includes all associated ancillary work supporting road use (including but not limited to subgrade placement and stabilizing, storm water/drainage installation and mitigation, traffic control devices, both temporary during construction and permanent signage and markings in accordance with (IAW) the Manual on Uniform Traffic Control Devices (MUTCD)).

2 WORK TO BE DONE

Work to be done will be as specified on individual task orders (TOs). The specific tasks and items to be provided under this contract are set forth on the Bid Schedule (Attachment 1). All work shall conform to the standards set forth in this Statement of Work (SOW) and/or as otherwise specified on individual TOs.

3 GENERAL

3.1. Drawings will be provided at the TO level as applicable. The TO drawings, if applicable, shall indicate the extent and arrangement of the work to be accomplished. For the purpose of clarity and legibility, the drawings shall be essentially diagrammatic although the sizes and locations are shown to scale wherever possible. Any departure from the contract drawings deemed necessary by the Contractor shall be presented to the Contracting Officer Representative (COR) and Contracting Officer (KO) for approval. Period of performance will be determined at the task order level.

3.2. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete Anti-Terrorism (AT) Level I awareness training within 30 calendar days after contract start date. The contractor shall submit certificates of completion for all contractor and subcontractor employees, to the COR and the KO within 15 calendar days of training completion. AT Level I awareness training is available at the following website:

https://www.mepcom.army.mil/Home/Contractors/

For Range access the contractor shall coordinate through the COR and have approval from Range Control.

The contractor shall complete Unexploded Ordinance training through Fort Campbell Range Operations prior to the start of the first TO under this contract. The contractor shall coordinate through the COR to schedule the two (2) hour training course and shall provide certificate of completion to the KO/COR within 10 days of award of contract. Additional staff of the contractor and subcontractors shall be similarly trained prior to entering jobsites requiring this training.

iWATCH Training. The contractor and all associated subcontractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity Anti-Terrorism Training Officer (ATO)). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR or KO. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award. Training is available at the following website: https://www.mepcom.army.mil/Home/Contractors/

OPSEC Awareness Training: In accordance with AR 530-1 Operations Security, the Contractor employees must complete Level I OPSEC Awareness Training. This training shall be completed within 15 calendar days of contract award. New employees must be trained within 15 calendar days of their reporting for duty and annually thereafter. OPSEC Awareness Training for Contractors is available at the following website:

https://www.mepcom.army.mil/Home/Contractors/

3.3. Access and general protection/security policy and procedures. The Contractor and all associated sub-contractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. The Contractor workforce shall comply with all personal identity verification requirements Federal Acquisition Regulation (FAR) clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by Department of Defense (DoD), Headquarters, Department of the Army (HQDA) and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

The Contractor and all associated subcontractor employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative).

3.4. In order to gain access to Fort Campbell, KY non-Federal Government and non-DoD issued Identification (ID) cardholders require identity proofing and vetting to determine fitness and eligibility for access.

Specifically, a check of records through the National Crime Information Center (NCIC) Interstate Identification Index (III) is the Army's minimum background check for the entrance onto Army installations for non-Common Access Card (CAC) holders, to include entrance of visitor.

Fort Campbell applies the following non-Federal Government cardholder criteria to determine the authorized type of access control credentials:

a. Contractors AIE Extended Pass or 1 Day Pass

b. Sub-Contractors AIE Extended Pass or 1 Day Pass

c. Vendors AIE Extended Pass or 1 Day Pass

d. Suppliers AIE Extended Pass or 1 Day Pass

e. Service Providers AIE Extended Pass or 1 Day Pass

f. Visitors (Case-by-Case Basis) 1-Day Pass

g. Privatized Business Partners: AIE Extended Pass or 1 Day Pass

3.5. Contractor Common Access Card (CAC) Eligibility: Authorized contractor personnel requiring access to two (2) or more DoD-controlled installations/facilities on a recurring basis for a period of six (6) months or more; OR an individual requiring both access to a DoD-controlled installation/facility and onsite/remote access to DoD or Army controlled information networks on behalf of the Army REQUIRE a favorable NACI background investigation. Buildings or activities where special security measures (i.e., Controlled Access Areas) are employed may be considered a “separate facility” from the installation, IAW the determination of the command leadership for the particular building/activity.

3.5.1. Initial issuance of a CAC requires the completion of a Federal Bureau of Investigation (FBI) fingerprint check with favorable results and the successful submission of a National Agency Check with Inquiries (NACI) (equivalent or higher) background investigation to the Army’s investigative service provider, the U.S. Office of Personnel Management (OPM), via the U.S.

Army Personnel Security Investigation Center of Excellence.

3.5.1.1. To process the NACI, a Background Investigation Worksheet, (FC FM 255), and proof of citizenship is required. The following are the only documents allowed for citizenship verification: birth certificate, certificate of citizenship-INS, certificate of naturalization, certification of birth-Form DS-1350, certification of birth-Form FS-545, passport and the report of birth abroad-Form FS-240.

3.5.1.2. The COR is responsible for completion and submission of the “Initiation Packet” consisting of each individuals completed FC FM 255 and citizenship documentation.

3.5.1.3. The COR submits the completed packet to the DPTMS Security & Intelligence Division

(SID) for review. Following review by the SID, the COR will be contacted by the SID to have the individual make an appointment for fingerprinting. At the appointment, the SID representative will verify the information provided by the individual, take, and submit digital fingerprints, and explain the remaining process.

3.5.1.4. The COR is responsible for completion and submission of FC FM 190-5 to the

Installation Access Control requesting extended passes for duration of approved contract for individuals who pass NCIC background check.

3.6. Contractor personnel who are ineligible for a CAC will be required to either obtain daily visitors pass or have COR complete FC FM 190-5 requesting an extended pass.

Automated Installation Entry (AIE) Credential Holders

Vendors, suppliers, contractors, sub-contractors, and service providers with AIE credentials may enter the installation operating single rear axle small to medium vehicles through any Access Control Point (ACP).

Single axle trailers may be towed by AIE ID card holders that are operating small to medium vehicles through the above mentioned ACPs. AIE credential holders operating large multiple rear axle commercial vehicles or towing multiple axle trailers of any type are required to access the installation through ACP 7 or ACP 10. A large commercial vehicle is generally greater than 27 feet in length (cab and cargo area), generally has multiple rear axles and is designed for large load transportation and delivery. Examples include, but are not limited to: semi-trailers, delivery trucks, heavy equipment movers and other vehicles of similar size, shape or design.

Non-AIE Credential Holders

Vendors, suppliers, contractors, sub-contractors, and service providers operating small to medium single rear axle privately owned passenger type vehicles may obtain a one-day pass at the Gate 4 or Gate 7 Visitor Control Center. Hours of operation are VCC 4 24/7, VCC 7 0500-1300, seven (7) days a week and Gate 7 Commercial Vehicle Inspection (CVI) Lane 1300-2100 seven (7) days a week. Personnel operating the abovementioned vehicles may use the one (1) day pass for access at any ACP. All occupants of the vehicle must have either a one (1) day pass or an installation approved DoD issued identification card. All visitors and contractors will be vetted with an NCIC III check.

Vendors, suppliers, contractors, sub-contractors, and service providers operating commercial vehicles or towing trailers of any type may obtain a one (1) day pass at the Gate 7 Commercial Vehicle Inspection checkpoint. The Gate 7 Commercial Vehicle Inspection checkpoint is operational 24 hours a day, seven

(7) days a week. Personnel operating the abovementioned vehicles may only enter the installation at the

Gate 7 Commercial Vehicle Inspection checkpoint. All occupants of the vehicle must have either a one (1) day pass or an installation approved DoD issued identification card.

Access procedures for all personnel may change at any time due to installation security requirements.

4 AGENCY APPROVAL

When materials and equipment are specified to be approved, constructed, or tested IAW the requirements of a testing laboratory, private agency, or an industrial standard, the contractor shall submit proof that the items furnished under this specification conform to the requirements specified. The authorized seal, label, stamp, or published listing of the specified agency or standard will be acceptable evidence that the items conform to the requirements of the specification. In lieu of such seal or label, the Contractor may submit a written certificate from any nationally recognized testing laboratory or agency that is adequately equipped and competent to perform the particular test required stating that the items have been tested and that the units do conform to the requirements specified. The certification shall state the standards and methods of testing used by the certifying laboratory or agency. Certification shall be provided to the Government for review and approval within 10 calendar days of award.

5 SCHEDULE OF WORK

5.1. The contractor shall coordinate all work and scheduling with the COR. The contractor shall notify the COR a minimum of forty-eight (48) hours in advance of commencing work. All work shall be completed during the hours of 7:30 a.m. to 4:00 p.m. (normal duty hours), Monday thru Friday unless coordinated through the COR. The Contractor shall Coordinate all activities with the COR in order to minimize interruption to normal activities. All work shall be accomplished with the least possible delay within the time specified by the contract. The Contractor shall have all essential material and equipment on hand before starting each part of the work and shall then pursue it expeditiously to completion. Any anticipated work stoppage and the reason for it shall be promptly reported to the KO in writing, 10 days prior to stoppage. The Contractor shall be fully responsible for the scheduling, coordination, and supervision of all the work of all the various trades in the project. Unless otherwise specified or scheduled, it will be assumed that the using agency shall retain beneficial occupancy of the facility with minimum interruption and that access to all areas of the facility will remain clear. The Contractor must submit his proposed construction schedule and temporary traffic control plan to the COR, KO, and DPW-CMB drop box usarmy.campbell.imcom-atlantic.mbx.dpw-contract-management@army.mil for approval 10 days after notice to proceed (NTP) of TOs. The Government will communicate to the contractor acceptable road or lane closure options to support the development of an acceptable traffic control plan. The contractor shall have materials on hand prior to road closures to avoid prolonged shutdowns and detours. An acceptable traffic control plan shall be considered an electronic submittal, using the drawing software format/file used by the Government (MicroStation, Auto Cad, Microsoft power point, etc.) for the TO, showing locations of all temporary barricades, signage, flagmen, etc. necessary for the detours and closures.

5.2. Recognized Federal Holidays: The Contractor is normally not required to perform services on recognized Federal Holidays. However, that requirement is subject to mission execution requirements; and work on Holidays, when required, will be annotated on the individual TO. The recognized Federal Holidays include:

New Year’s Day 1st day of January Martin Luther King Jr.'s Birthday 3rd Monday of January Presidents Day 3rd Monday of February Memorial Day Last Monday of May Juneteenth 19th day of June Independence Day 4th day of July Labor Day 1st Monday of September Columbus Day 2nd Monday of October Veterans Day 11th day of November

Thanksgiving Day 4th Thursday of November Christmas Day 25th day of December

When a holiday occurs on a Saturday, Federal Employees are normally granted the preceding Friday as the holiday observance. When a holiday occurs on a Sunday, Federal Employees are normally granted the following Monday as the holiday. If the Contractor makes a determination to observe any Federal Holiday, it shall be on the same day as Government personnel. Federal Holidays also include any Presidential or Congressionally designated days off other than the holidays listed above.

5.3. At the request of the Government, the contractor shall conduct operations outside of normal duty hours (nights, weekends, and holidays). The overtime multiplier shall apply as directed and when 40% of the TO, work will be performed outside of the normal duty hours. For bidding purposes, the contractor shall assume that the overtime multiplier will apply to 5% of the total year’s work. Ancillary equipment and resources for night operations shall be considered incidental. Below is a list of federal holidays:

When an unforeseen installation closure occurs on a regularly scheduled day of work, the Contractor shall reschedule the work on any day that is mutually satisfactory.

6 WORKING CONDITIONS

Upon receipt of TO, the contractor is advised to visit the job site and become familiar with the conditions and work to be accomplished. Streets in the area shall be kept free of debris and shall remain open during the life of the project unless otherwise directed by the government.

6.1. Dimensions: Accurate dimensions for actual work accomplishment and proper fitting of all items in the project shall be the full responsibility of the Contractor.

6.2. Toilet Facilities: Toilet facilities are not available at the work site. The Contractor shall furnish chemical toilets, as required, for their work force. The COR will provide an area for this purpose. Areas will be identified per individual TOs.

6.3. “OFF LIMITS” Areas: All buildings or areas within the facility in which no construction work is required under this contract are “OFF-LIMITS” to the Contractor’s personnel. It shall be the Contractors responsibility to inform all employees and sub-contract employees.

7 LOCAL REGULATIONS

The Contractor shall become familiar with and conduct all work associated with this project in complete compliance with Government and local regulations pertaining to security, safety, environmental protection, and other factors which affect the conduct and working conditions of Contractor personnel. See specific guidelines in the Fort Campbell Design Guide (Technical and Installation):

https://www.lrl.usace.army.mil/Missions/Engineering/guidepubftc.aspx

8 DAMAGES

Any damages to existing structures or improved surface areas caused by contractor employees, including subcontractors, while performing work under this contract, shall be repaired by the Contractor at no expense to the Government. Contractor shall notify the KO/COR within two (2) workdays of damage or destruction to Government property or privately owned property caused by the Contractor.

9 SAFETY

The Contractor shall be responsible for safety within the project site and for the safety of construction personnel. Local safety regulations will apply to include EM 385-1, Safety and Health Requirements Manual.

Fort Campbell safety regulations and Occupation Safety and Health Administration (OSHA) requirements are available from safety office, (270) 798-2327. Contractor shall submit a written safety plan 10 days after contract award. Note that testing (of soil, for example) and creation of site safety plan (even when required to be created or stamped by a professional engineer) shall be incorporated into each state multiplier as overhead.

The Contractor shall insure that all employees are equipped with the required protective clothing and equipment, i.e., safety footwear, safety eye and ear protection, hard hats and respirators and enforcing the use of such equipment when the task they are performing warrants.

10 TEMPORARY TRAFFIC CONTROL

Contractor is responsible for ALL temporary traffic control (including but not limited to signage, flagmen, safety drums, cones, grabber tubes, temporary traffic electric signals and warning devices) as required by all applicable regulatory guidance (including but not limited to the MUTCD Part 6, Army Regulation (AR) 385-10, The Army Safety Program, and Occupational Safety and Health Administration [OSHA] regulations). The Contractor is required to evaluate the TO and provide a temporary traffic control plan, no later than 10 days after NTP that complies with MUTCD and ensures the safety of the public and his construction workers. Said control plan shall be submitted to the government for review before implementation of the plan. The contractor will implement the plan only once it has been approved. The plan shall be deemed acceptable if it meets the requirements of this section, and engineer approval. Establishment of the Temporary Traffic Control plan and the implementation of the plan is incidental to the TO and shall be incorporated into each state multiplier as overhead.

In cases of emergency, to include, but not limited to sinkholes, washouts, or landslides, the plan drawing may be waived in order to immediately secure the hazardous area and mitigate any potential vehicle and pedestrian accidents. Site safety shall be coordinated directly between contractor and COR.

Construction areas with potential hazards shall be closed off with traffic safety drums, cones, construction fencing, and/or grabber tubes. The Government may direct the Contractor on location of the traffic safety equipment to close off an area or for detours. Traffic drums shall be placed to detour traffic around working areas when repairing or resurfacing streets/parking areas. Barricades used to detour traffic shall have a flagman present. All access to working areas shall be restricted until such time that traffic will not have a deleterious effect on the work being performed. The Contractor shall notify the KO/COR a minimum of 72 hours prior to placement or removal of barricades that will affect traffic flow to facilitate the government’s notification of the public. Barricades may be required for jobsite pedestrian safety and shall be the burden of the contractor to procure. The contractor shall routinely inspect and repair or replace any safety equipment if needed.

11 FIRE PREVENTION

The Contractor shall become familiar with Fort Campbell Fire Regulations, which are available from the Fort Campbell Fire Department, (270) 798-7171.

12 STORAGE AREA

None shall be provided to the contractor. All materials, trucks and other equipment shall be maintained at a location off post.

13 WASTE DISPOSAL

The Contractor shall coordinate waste disposal with the Fort Campbell Environmental Management Division through the COR to include the use of existing Post Construction Debris Landfill. If the Contractor has any accidental spills of petroleum products or any hazardous waste, he shall call the Fort Campbell Environmental

Management Division, (270) 798-2877, and notify the COR, immediately. Cleanup and restoration shall be as directed by the Fort Campbell Environmental Management Division, and clean-up costs shall be borne by the Contractor. The Contractor shall use an approved-on post disposal site for all used and/or contaminated petroleum products as approved by the Fort Campbell Environmental Management Division.

14 SPECIAL CONDITIONS

14.1. WARRANTY DESCRIPTION The Contractor shall provide a warranty for work performed on each TO under this contract consistent with FAR 52.246-21. Upon completion of each TO, work completed shall be constructed in a good and workmanlike manner and free from defects in material and workmanship for a period of one (1) year, unless otherwise stated in the construction line-item sections, following the date of acceptance. Defective work found to exist within the warranty period shall be removed immediately and replaced, free from defects and ready for its intended operations. Any rework shall be done at no additional cost to the Government by the Contractor in a timely manner.

14.2. The Contractor shall be responsible for knowledge of, and compliance with, all environmental laws, regulations, and programs of this installation, the County, State and Federal agencies that relate, or may arise under, the performance of this contract. Included, but not limited to, is compliance with the Fort Campbell, KY, Environmental Protection Program by compliance with applicable standards for the prevention, control, and abatement of environmental pollution in full cooperation with the Installation, Federal, State and local Governments.

14.3. Penalty charges resulting from citations against Department of Defense (DoD), Department of the Army, or Fort Campbell, Kentucky, or its agents, environmental laws, regulations, and programs, that relate to, or may arise under, the performance of this contract may be deducted or set-off by the Government from any monies due the contractor, and with respect to such citations, the contractor will further take any corrective or remedial actions as directed by such agencies.

The Contractor shall prepare and maintain a Fort Campbell Site Specific Spill Contingency Plan. The plan shall be submitted 30 days after the contract award. The Contractor shall provide spill containing materials or kits at the construction site. Such kits or materials shall be used to clean up and contain the spill while the Fire Department is in route.

15 QUALITY CONTROL PLAN

15.1. General: Contractor shall submit the Quality Control Plan (QCP) submittal to the DPW-CMB drop box, usarmy.campbell.imcom-atlantic.mbx.dpw-contract-management@army.mil, with a copy provided to the KO, not later than 10 calendar days after award of the contract. The QCP with which the contractor proposes to implement the requirements of FAR 52.246-12, Inspection of Construction, shall identify personnel, procedures, instructions, records, and forms to be used. If the contractor fails to submit an acceptable QCP within the time herein prescribed, the KO may refuse to allow construction to start if an acceptable interim plan is not furnished.

15.2. Coordination Meeting: Ten (10) days after a TO has been awarded, a pre-work conference will be scheduled to ensure that the contractor completely understands the scope of work for that specific TO. A record of the meeting shall be prepared and signed by both the contractor and the KO. The record shall become a part of the contract file. There may also be occasions when subsequent conferences will be called to reconfirm mutual understandings.

15.3. The Quality Control Plan shall include as a minimum, the following:

15.3.1. A description of the quality control organization, including chart showing lines of authority and acknowledge that the QCP staff shall conduct the phase inspections for all aspects of the work specified and shall report to the project manager or someone higher in the contractor’s organization.

15.3.2. The name, qualifications, certifications, duties, responsibilities, and authorities of each person assigned a Quality Control (QC) function.

15.3.3. A copy of the letter to the QC manager signed by an authorized official of the firm, which describes the responsibilities and delegates the authorities of the QC manager, shall be furnished.

15.3.4. Procedures for scheduling and managing submittals, including those of subcontractors, offset fabricators, suppliers and purchasing agents.

15.3.5. Control testing procedures for each specific test. (Contractor shall submit a submittal in DPW-

CMB drop box usarmy.campbell.imcom-atlantic.mbx.dpw-contract-management@army.mil.)

15.3.6. Reporting procedures including proposed reporting formats.

15.4. Acceptance of Plan: Acceptance of the contractor’s plan is required prior to the start of construction.

Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the contractor to make changes in his QCP plan and operations as necessary to obtain the quality specified.

15.5. Notification of Changes: After acceptance of the QCP, the contractor shall notify the KO in writing of any proposed change prior to implementing change. The contractor shall notify the COR and KO of change within 10 days of known change. Proposed changes are subject to acceptance by KO. Any changes to personnel listed in the QCP during the lifetime of this contract must be approved by the KO.

15.6. Quality Control Organization:

15.6.1. QCP System Manager: The contractor shall identify an individual, within his organization at the worksite, who shall be responsible for overall management of QCP and have the authority to act in all QCP matters for the contractor.

15.6.2. Personnel: The Contractor shall establish staff members, maintained under the direction of the system manager, to perform all QC activities. The actual strength of the staff during any specific work period may vary to cover work phase needs, shifts, and rates of placement. The personnel of this staff shall be fully qualified by experience and technical training to perform their assigned responsibilities. Personnel listed in the QCP whose presence at the job site is required within the plan shall remain at the job site during operating hours.

15.6.3. Submittals: The QCP Organization shall be responsible for certifying that all submittals are in compliance with the contract requirements per Section 01000 Sub-section 4 Agency Approval.

15.6.4. Control: Contractor QC is the means by which the contractor 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 will be keyed to the proposed construction sequence. The controls shall include at least three phases of inspection for all definitive features of work as follows:

15.6.5. Preparatory Inspection: Pre-inspection: A pre-inspection shall be performed prior to beginning any work on any definable feature of work. It shall 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; and a physical examination of materials, equipment, and sample work to assure that they conform to approved shop drawings or submittal data and that all materials and/or equipment are on hand. Subsequent to the pre-inspection and prior to commencement of work, the contractor shall instruct each applicable worker as to the acceptable level of workmanship required in his QCP plan in order to meet contract specifications. All pre-inspections shall be made a matter of record in the Contractor’s QC documentation as required below.

15.6.6. Follow-up Inspections: The contractor shall assure continuing compliance with contract requirements, including control testing, until completion of the particular feature of work. Such inspections shall be made a matter of record in the QCP documentation as required in section 15.7, below. Final follow-up inspections shall be conducted, and test deficiencies corrected prior to the addition of new features of work.

15.7. Tests:

15.7.1. Testing Procedure: The contractor shall perform tests specified or required to verify that control measures are adequate to provide a product which conforms to contract requirements. The contractor shall procure the services of an industry recognized testing laboratory or may establish an approved testing laboratory at the project site. A list of tests which the contractor understands they are to perform shall be furnished as a part of the QCP plan to the KO, COR and submit to the DPW-CMB drop box usarmy.campbell.imcom-atlantic.mbx.dpw-contract-management@army.mil. (See Section 15.1). The list shall give the test name, specification paragraph containing the test requirements, and the personnel and laboratory responsible for each type of test. The contractor shall perform the following activities and record and provide the following data:

15.7.1.1. Verify that testing procedures comply with contract requirements.

15.7.1.2. Verify that facilities and testing equipment are available and comply with testing standards.

15.7.1.3. Check test instrument calibration data against certified standards.

15.7.1.4. Verify that recording forms, including all of the test documentation requirements, have been prepared.

15.8. Punch-List and Final Inspection: At the completion of all work or any increment thereof the QCP System Manger shall notify and coordinate with the COR in order to conduct a punch-list inspection of the work and develop a list of items which do not conform to the approved plans, scope, and specifications.

Such a list shall be included in the QCP documentation and shall include the estimated date by which the deficiencies will be corrected. The QCP System Manager or staff shall make a second inspection to ascertain that all deficiencies have been corrected and so notify the COR. Once the punch-list items have been corrected the COR shall coordinate a final inspection that will serve as the acceptance of work by the Government. The punch-list inspection, corrected deficiencies, and final inspections shall be accomplished within the period of performance given, by the KO, for each TO.

15.9. Documentation:

15.9.1. The contractor shall maintain current records of quality control operations, activities, and tests performed including the work of suppliers and subcontractors. These records shall be on an acceptable form and indicate a description of trades working on the project, the number of personnel working, the weather conditions encountered, and delays encountered, and acknowledgment of deficiencies noted along with the corrective actions taken on current and previous deficiencies. Appendix A includes an example of the Daily Quality Control Reports form which shall be submitted for verification to the COR on a daily basis. In addition, these records shall include factual evidence that required activities or tests have been performed, including but not limited to the following:

15.9.1.1. Type and number of control activities and test involved.

15.9.1.2. Results of control activities or tests.

15.9.1.3. Nature of defects causes for rejection and similar actions.

15.9.1.4. Proposed remedial action.

15.9.1.5. Corrective actions taken.

15.9.2. These records shall cover both conforming and defective or deficient features and shall include a statement that supplies and materials, incorporated in the work, comply with the contract. Legible copies of these records shall be furnished to the KO daily.

15.9.3. Notification of Noncompliance: When the Contractor's performance on an individual TO is not within the contractable standards or Acceptable Quality Level (AQL). The Local MICC Quality Assurance Specialist (QAS) shall validate the NCR and assign a level of Non-Conformance IAW FAR 46.101. Only the KO shall issue an NCR. Level 1 NCRs do not require a corrective action plan (CAP). Once written by a MICC QAS and then signed by the KO, the Level 1 NCR is archived for future determination of reoccurrence. Level 2 and 3 NCRs require a CAP by the Contractor. The Contractor shall reply in writing to the KO within ten (10) days from the date of receipt of the NCR, providing a CAP with a root cause analysis and procedures to preclude recurrence. The KO has the option to accept or reject the CAP. Once the KO accepts the CAP the Contractor has thirty (30) days to comply. Final inspection of the Contractors CAP shall be provided by the COR or QAS.

16 GENERAL REQUIREMENTS

16.1. Sediment & Erosion Control Plan Management: The contractor shall become familiar, take responsibility for, and manage either the Erosion Prevention Sediment Control Plan or Storm Water Pollution Prevention Plan (SWPPP) prepared by the Government, whichever is applicable. Whichever requirement applies to the TO, which will be provided by the Government as part of the plans. It will be provided to the contractor prior to issuance of the NTP. The contractor shall install and maintain the Best Management Practice (BMP) items called out in the SWPPP for the duration of the project unless otherwise directed in the project TO. The contractor shall hold responsibility of the plan throughout the duration of the project. All BMPs and erosion control items shall be removed from the project by the Contractor once adequate turf exists over ground (90% of area) and when the potential to detriment water quality of a receiving body of water, to include drainage structures and basins, is no longer present. The Contractor shall be required to remove all BMPs from a project site (only projects that have been performed during the life of this Contract) even if the warranty period has expired at no extra cost to the Government.

16.2. Silt Fence: The Contractor shall provide necessary materials, labor and equipment to install and maintain the silt fence using sound construction methodology. Specifications shall conform to Kentucky Transportation Cabinet (KYTC) Standards section 827.08 Temporary Silt Fence and Standard Drawings RDX-210-02/RDX-215 or approved equal.

16.3. Geotextile Bags with Gravel: The Contractor shall provide necessary materials, labor, and equipment to install and maintain geotextile bags with gravel in lieu of straw bales. Bag shall be (18”x30”), #57 stone to fill bag ½ to 2/3 full per KYTC Standards section 213.03.05 for Silt Trap Type C and Standard Drawings RDX-230 or approved equal.

16.4. Erosion Control Blanket: The Contractor shall provide necessary materials, labor, and equipment to install and maintain an erosion control blanket in accordance with KYTC Standards Sections 212.03.03 and 827.07 and Standard Drawing RRE-002-04 or approved equal. Erosion Control Blanket shall be machine constructed with two-sided netting filled with curled wood fiber mat, straw, or a straw and coconut fiber combination. The blanket shall be smolder resistant without the use of chemical additives.

The Erosion Control Blanket shall conform to the KDOH list of Approved Materials or approved equal.

Erosion Control Blanket shall include installation and maintenance.

16.5. Riprap Check Dams: The Contractor shall furnish all materials, labor, and equipment to place temporary check dams. Upon the completion of the project and turf establishment, the contractor will be directed to remove the stone dams. Check dams shall conform to KYTC Standards section 213.03.05 for Silt Trap Type B and Standard Drawings RDX-225 or approved equal.

16.6. Square Frame and Filter Assembly: The contractor shall provide all necessary materials, labor, and equipment necessary to install (per the manufacturer’s recommendations) the frame and filter as a catch basin inlet protection. The frame or main housing shall be a solid formed high molecular weight, high density polyethylene copolymer. It shall be designed to meet or exceed American Society for Testing and Materials (ASTM) D 4976-00B. The frames tensile impact rating and tensile strength yield shall be 170-foot pounds per square inch (ft lbs../sq. in. and 3600 pounds per square inch (psi), respectively. The frame shall consist of multiple slatted openings, providing a minimum of 6.4 square feet (sq. ft). open area, to facilitate filtration of the stormwater. The frame shall be self-sealing around the inlet structure, have a minimum height of 26 inches above the inlet structure and have an enclosed top.

The filter fabric shall have a weight of no less than three (3) ounces per square yard, a tensile strength of no less than 80psi with an elongation at break of no less than 50%, and puncture strength of no less than 42psi. The fabric shall be capable of reducing effluent turbidity and concentration by no less than 80% under typical sediment migration conditions and it shall be constructed with integral anti-buoyancy pockets capable of holding no less than 3cf of stabilization material. The seaming of components associated with the fabric assembly shall use a continuous over edge sew through seam using den thread and meet ASTM D 6193-97.

17 SITE PREPARATION

17.1. Construction Layout: The contractor shall provide field layout services to include but not limited to establishing grades, lines, profiles, locations, and levels as specified per TO by use of sound engineering survey practices to accurately layout and execute the plan. The control datum or survey control will be provided by the government and will be a minimum of one point of reference per TO. The contractor shall locate and protect the survey control or reference point. In the event where an excavation and trenching plan, per EM 385-1-1, is required this item shall be used.

17.2. Core Samples: The Contractor shall furnish representative cores from the locations shown on the drawings as identified per TO or as directed by the COR. The core drilling samples are to be 3” to 6” (nominal) diameter and cover the full depth of pavement. The core is to be removed intact to the extent practical and taped or otherwise secured to minimize degradation. The core drilling shall be performed in accordance with ASTM D2113. A digital photograph of each core is expected as a final deliverable. The remaining void is to be filled with non-shrink grout.

17.3. Clearing and Grubbing: Where required will be performed in accordance with KYTC Standards sections

202. Contractor shall furnish all materials, labor, and equipment to clear, grub, remove, and dispose of all vegetation, trees (3” or less), stumps and debris within designated limits of the project TO. The stumps shall be undercut to a maximum of 42-inches when located within the right-of-way of an existing or prosed roadway and/or hardstand. In the event a tree does not fall within an existing or prosed right- of-way the contractor may cut the tree flush with the ground and the stump shall be treated with a wood preservative and/or sealant to prolong the decaying process. Contractor shall not remove objects designated to remain or to be removed by others.