Invitation_For_Bid_-_W9124M-16-B-0002.pdf

PDF 356 KB Posted

Attached to
Fort Stewart Paving Federal contract opportunity
Solicitation number
W9124M-16-B-0002
Issued by
Department of the Army Materiel Command Mission and Installation Contracting Command Fort Bragg

About this file

Invitation for Bid - W9124M-16-B-0002

View the file

Other files for this federal contract opportunity

Other files attached to Fort Stewart Paving, newest first.
File Type Posted
SF_1409_-_Abstract_of_Offers.pdf PDF
Amendment_1_-_W9124M-16-B-0002-P00001.pdf PDF
Amendment_1_-_W9124M-16-B-0002-U0001.pdf PDF
Technical_Exhibit_1_-_Bid_Schedule_-_Protected.xlsm XLSM spreadsheet
Attachment_2_-_Drawings.pdf PDF
Technical_Exhibit_1_-_BID_SCHEDULE.xlsm XLSM spreadsheet
Attachment_1_-_Specifications.pdf PDF
DRAWINGS.pdf PDF
Specifications.pdf PDF
DRAFT_Statement_of_Work.pdf PDF

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

0010636126-0001

1. 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 date/time specif ied in Block 13A of the SF 1442. FAX w ill not be accepted.

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

3. Bids and Bid Amendments shall be submitted electronically to the email addresses stated herein, and show the solicitation number, date, and time of closing. Please enter your CAGE code, Tax ID (TIN) & DUNS in Block 14 of Page 2.

4. The government intends to aw ard an IDIQ Paving contract for this Solicitation. The project is set aside 100% for certif ied HUBZone small business concerns.

5. A Bid guarantee is required for this solicitation.

6. The magnitude of this project is more than $10,000,000.

7. The Statement of Work and Draw ings: FS-3765/H-1880 for this project are attached.

8. Contractors must be registered in the System for Aw ard Management (SAM.gov), under NAICS Code 237310. See FAR 52.204-7 and FAR 52.204-8.

X

CARRIE L. NELSON (910) 432-9847

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

15-Mar-2016

(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 ________ calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

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 __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________19 Apr 2016 (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 offers 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

MICC, FORT BRAGG

MICC CENTER - FORT BRAGG

2175 REILLY ROAD STOP A

FORT BRAGG NC 28310-5000

W91247

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (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:

W9124M-16-B-0002 53

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

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Base Ordering - Ft Stewart/HAAF Paving

FFP

The Contractor shall provide all parts, labor, tools, equipment, materials transportation and supervision necessary to complete each task order placed against this Indefinite Delivery/Indefinite Quantity Contract in accordance with the terms and conditions of the contract, each specific Statement of Work, specifications, and drawings. This is an IDIQ contract with fixed price task orders and the Government has established a guaranteed minimum of $25,000 for the base year.

FOB: Destination

NET AMT

1001 1 Job OPTION 1st Optional Ordering Period – Paving

FFP

The Contractor shall provide all parts, labor, tools, equipment, materials transportation and supervision necessary to complete each task order placed against this Indefinite Delivery/Indefinite Quantity Contract in accordance with the terms and conditions of the contract, each specific Statement of Work, specifications, and drawings. This is an IDIQ contract with fixed price task orders.

2001 1 Job OPTION 2nd Optional Ordering Period – Paving

FFP

The Contractor shall provide all parts, labor, tools, equipment, materials transportation and supervision necessary to complete each task order placed against this Indefinite Delivery/Indefinite Quantity Contract in accordance with the terms and conditions of the contract, each specific Statement of Work, specifications, and drawings. This is an IDIQ contract with fixed price task orders.

Section C - Descriptions and Specifications

STATEMENT OF WORK

FORT STEWART PAVING AND ROAD REPAIR

FORT STEWART AND HUNTER ARMY AIRFIELD, GEORGIA

TABLE OF CONTENTS

1 GENERAL REQUIREMENTS

2 KEY PERSONNEL

3 HOURS OF OPERATION

4 OCCUPANCY

5 AS-BUILT RECORD DRAWINGS

6 ORDERING PROCEDURES

7 CONTRACTOR QUALITY CONTROL

8 SUBMITTALS

9 COMPLETION TIME FOR DELIVERY ORDERS

10 ISSUANCE OF DELIVERY ORDERS

11 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

12 SCHEDULE OF WORK ON TANKRAILS

13 ENGINEERING AND LAYOUIT REQUIREMENTS

14 BORROW PIT MATERIAL

15 LANDFILL FOR DISPOSAL

16 RECYCLING PROGRAM

17 SECURITY REQUIREMENTS

18 SAFETY REQUIREMENTS

19 QUALITY ASSURANCE

20 GOVERNMENT FURNISHED SERVICES

21 APPLICABLE CODES AND STANDARDS

STATEMENT OF WORK

INDEFINITE DELIVERY/INDEFINITE QUANTITY CONTRACT

PAVING AND ROAD REPAIR

FORT STEWART AND HUNTER ARMY AIRFIELD, GEORGIA

1. GENERAL REQUIREMENTS.

1.1.1. The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with an Indefinite Delivery / Indefinite Quantity Pavement contract for Fort Stewart and Hunter AAF. Proper, adequate and proficient supervision shall be provided by the contractor throughout all phases of work. The work includes, but is not necessarily restricted to, the following items:

1.2 Repair and Overlay Pavement to include pothole repair, crack repair, widening existing roads, and installing slurry seal treatments. This work may contain requirements for milling of pavement. Additional requirements for constructing, raising or repairing manholes/inlets and valves.

1.3 Constructing or replacing headwalls, sidewalks, curbs and gutters. Additional requirements for Utility road crossing repairs to include demolition and construction.

1.4 Installing reflective paint and thermoplastic paint striping, arrows, handicap markings and letters as shown.

Additional requirements for removal and installing street signs and pavement markings. All work shall follow the requirements of the Manual on Uniform Traffic Control Devices for Streets and Highways.

1.5 Installation of concrete and corrugated metal pipe to include excavation, backfilling and compaction.

1.6 Construct new parking lots, roadway and related drainage structures.

1.7 Remove and install fencing.

1.8 Placement of new concrete to include slabs, sidewalks and related items.

1.9 Establish grass and erosion control on job sites.

1.10 Modify existing traffic light signal system and install new traffic light signal system at intersections.

1.11 All demolition includes hauling and disposal of material. Disposal will be off the government installation.

1.12 Contractor shall inform the COR in writing ten (10) days before work is to begin.

1.13 Contractor shall submit a Safety Plan and a Traffic Plan to the COR within five (5) days of contract award to be approved prior to beginning work.

2. KEY PERSONNEL. The Contractor shall provide a single, Site Superintendent and an alternate for each resulting order. The Site Superintendent shall have a minimum of five (5) years’ experience in the construction field with a minimum of three (3) years’ experience in a supervisory position. A summary of this experience shall indicate the candidate for the superintendent position possesses the particular knowledge, skills, and abilities to successfully perform the duties of the position. The candidate shall show evidence of journeyman level experience in an accepted construction trade. Supervisory experience may run concurrent with general construction experience.

The education qualifications shall, at a minimum include a graduate of an accredited technical school in an appropriate field of study relating to an accepted construction trade, equitable qualifications through a recognized union in the construction trades arena, or current or former licensed owner/operator of a business specializing in the construction field. Depending on the experience, the education requirement can be waived on a case by case basis.

3. HOURS OF OPERATION. Unless otherwise approved, the Contractor shall be permitted to do the work between the hours of 7:30 a.m. to 4:00 p.m., Monday through Friday, exclusively. Prior to the contractor performing any work during hours other than those specified, the contractor shall submit a request to the Contracting Officer’s

Representative (COR) for approval by the Contracting Officer (KO). Requests shall be submitted no less than 24 hours prior to the time the contractor desires to work.

4. OCCUPANCY: The areas in which the work is to be done will be occupied during the performance of work under this contract. The contractor shall not receive any additional compensation due to the condition brought about by this occupancy and usage by the Government. It shall be the contractor's responsibility to coordinate with the COR to schedule and perform his work in such a manner as to create the least possible interference with the conduct of normal activities within the areas. The contractor shall not block more than one access of the building(s) at any time, nor shall they disrupt the existing parking arrangement to any of the building (s) parking areas.

5. AS-BUILT RECORD DRAWINGS:

5.1. The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink(redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

5.1.1. Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

5.1.2. Any shop drawings that constitute part of the design shall be included with the record drawings.

5.2. The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer’s Representative for approval. Once these provisional master/record (redline construction drawing) prints have been approved by the COR, the COR will obtain a compact disc (CD) of computer generated construction drawings from the DPW Engineering Service Division, Building 1114 at Ft. Stewart or Building 1021 at Hunter AAF, as applicable. The contractor shall then transfer all corrections from redline construction drawing prints to the compact disc (CD) of computer generated construction drawings. Corrections done shall be in McroStation “.dgn” format.

The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit AS-BUILT compact disc (CD) of computer generated drawing and one (1) AS-BUILT hardcopy with contractor’s redline corrections to the COR to insure accuracy that all corrections made were transferred from redline construction drawing prints to AS-BUILT hardcopy prints. Once the COR approves the AS-BUILT hardcopy prints the COR will then turn over to DPW/ ESD/ Drafting section for final approval of AS-BUILT compact disc (CD) of computer generated drawings and at this time the Contractor can receive final payment.

6. ORDERING PROCEDURES:

6.1. As the need exists for performance under terms of this contract, the Contracting Officer will notify the Contractor, in writing, of an existing requirement.

6.1.2. Upon receipt of this notification, the contractor shall respond within 2 (two) working days as follows:

6.1.3. Visit the proposed work site with the Contracting Officer or his/her representative. During this visit the contractor shall be given the requirements of the contract.

6.1.4. Establishing verbal contact with the Contracting Officer or his/her representative to further define the scope of the requirements. The contractor while on site, take all measurements and make written notes as to the instructions and verbal information given during the initial site visit. The contractor shall be responsible for providing all measuring equipment needed to verify existing conditions.

6.1.5. Time for submittal of the contractor’s proposal for individual requirements will be agreed upon by the government and the contractor based on urgency of the requirements, as defined or established during initial planning. In the absence of an agreement, the proposal shall be submitted within seven days after initial visit.

6.1.6. The contractor’s proposal shall be supported by necessary documentation to indicate that adequate engineering and planning to accomplish the requirements has been accomplished.

6.1.7. Upon receipt of the Contractor’s proposal, the government will review the proposal for completeness. In the event the proposal requires negotiations, the contractor shall submit a revised proposal based on the negotiations, the contractor shall submit a revised proposal based on the negotiations within 2 (two) working days.

7. CONTRACTOR QUALITY 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.

7.1. 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. Quality control personnel shall also be charged with the responsibility of policing Contractor's Safety Program. This duty shall be clearly set forth in the quality control program.7.2

7.1.2. 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:

7.2. Preparatory Inspection. To be performed prior to beginning any work on any definable segment, 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 contractor's quality control documentation as required by subparagraph 5.6 below.

7.3. 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.

7.4. 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.

7.5. 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. The contractor 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 KO, daily. Records shall be verified by the Prime Contractor's designated representative daily.

7.6. The Contractor's job supervisory staff may be used for quality control, supplemented, as necessary by special technicians, from an industry recognized testing laboratory approved by the KO, to perform all specified tests, balancing, adjusting and/or regulating mechanical and electrical devices, equipment and/or systems. Pavement and concrete testing will also be carried out by an industry recognized testing laboratory.

7.7. The contractor shall furnish to the KO for approval as soon as practicable, and in no event later than 7 days after receipt of the Notice to Proceed, an original and four (4) copies of a quality control plan which shall include the personnel, procedures, instructions, and records to be used. This document shall include as a minimum:

7.7.1. The quality control organization.

7.7.2. Qualifications of personnel to be used for this purpose.

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

7.7.4. Methods of performing quality control inspections including that for his subcontractor's work. This requires a statement concerning quality control measures to be used in work described in each technical section of the specifications.

7.7.5. Designation how testing shall be performed by an industry recognized testing laboratory. The following information shall be a part of the quality control plan.

7.7.6. Latest calibration data for concrete testing machines and Marshall Machine where applicable. Name and qualifications of each employee designated for the performance of specific types of tests. A list of the control tests which the Contractor understands that he is 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.

7.7.7. The Contractor's understanding of the procedures to follow if the test result indicate lack of compliance with the specification requirements.

7.7.8. A copy of a letter of direction to the Contractor's representative responsible for quality control, outlining his duties and responsibilities, and signed by a responsible officer of the firm.

7.7.9. Before construction operations are commenced, the Contractor shall meet with the KO and discuss his 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 Contractor and Government Inspection.

7.7.10. No construction and/or off site fabrication shall be started until the Contractor's quality control plan is approved by KO. 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 should be approved by the KO prior to the application. No payment estimate will be processed by the KO. 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 KO.

7.7.11. 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 KO.

7.7.12. In the event the Contractor utilizes the service of a commercial testing laboratory, the KO 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.

7.7.13. 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.

8. SUBMITTALS: The following shall be submitted to the KO for approval at the preconstruction meeting.

8.1. Certificate of Compliance. The contractor shall furnish in triplicate, any manufacturer's certificates required for demonstrating proof of compliance of materials with technical specification requirements in this contract. Each certificate shall be signed by an authorized officer of the manufacturing company and shall contain the name and address of the contractor, the project name and location and the quantity and dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date of the tests to which the report applies. Certification shall not be construed as relieving the contractor from furnishing satisfactory material, if after tests are performed on selected samples, the material is found not to meet the specific requirements.

8.2. Samples. The Contractor shall furnish samples of materials for approval, demonstrating proof of compliance of materials pertaining to the applicable sections of the technical specification requirements.

8.3. Descriptive Data. The Contractor shall furnish the manufacturer's descriptive data, installation, and maintenance instructions, for approval, as required by the applicable sections of the technical specifications.

8.4. Test Reports. The Contractor shall furnish copies of test reports, for approval, as required by the applicable sections of the technical specifications.

8.5. Shop Drawings. The Contractor shall furnish shop drawings for approval, and shall consist of illustrations, schedules, performance charts, instructions, brochures, diagrams, drawings, and other information to illustrate and/or demonstrate compliance to the applicable sections of the technical specifications.

9. COMPLETION TIME (CT) FOR DELIVERY ORDERS (DO):

9.1. A completion time indicated by “days” in the bidding schedule shall be expressed in calendar days in a Delivery Order (DO). For the purpose of computing the completion time, five (5) calendar days shall be allowed for the contractor to receive the DO. If the DO is hand-delivered, the five (5) days mailing time shall not be allowed.

9.2. The time for completion of each item of work is established in the bidding schedule, subject to any limitations contained in the specifications (e.g., curing duration). The time for completion of the various bid schedule items included within a single DO are cumulative for that DO. In the event that the cumulative work days in an individual DO exceed 45 days, the time for completion of the subject work shall be negotiated to ensure that the work is accomplished expeditiously. An additional ten (10) days will be allowed to mobilize equipment and obtain the necessary materials.

Submittals for a particular Contract Line Item Number (CLIN) shall be performed when the initial order for that particular CLIN is placed. The Contractor shall transmit required submittals within ten (10) calendar days following receipt of the DOs. The Government will respond by the tenth calendar day following receipt of the submittals by the KO. Time for completion of a single DO – from Contractor’s receipt of DO, 20 calendar days (maximum) to obtain approval of all submittals (if required), ten (10) calendar days to mobilize and obtain materials, and the cumulative work days of the CLINs contained in the DO.

10. ISSUANCE OF DELIVERY ORDERS: The KO shall order work to be performed under this contract by issuance of DOs as set forth in the FAR Ordering Clause No. 52.216-18. The Government shall ascertain the quantities of the various unit-priced bid items to perform all operations required for a particular work using the unit of measure in the bidding schedule. The area of work in a DO shall be defined and the weight of the asphalt products ordered (to be evenly distributed to produce a uniform final product over the defined area) shall be specified.

11. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

11.1. The Contractor shall commence work on a DO within five (5) work days after receipt of the DO.

11.2. The Contractor shall prosecute said work diligently and shall complete all work ready for use not later than the time stated in RATE OF COMPLETION. The time stated for completion shall include final clean-up of the work area.

11.3. The Contractor, upon final invoice for each DO, shall provide concrete and asphalt delivery tickets to the COR with the invoices.

11.4. The Contractor is to provide an invoice within five (5) working days of completion of asphalt and or concrete installation.

12. SCHEDULE OF WORK ON TANKTRAILS: The contractor’s attention is directed to the fact that some of the work will be accomplished on tank trails located within the boundary of Fort Stewart and Hunter AAF. The contractor shall notify the COR ten (10) working days in advance to coordinate the contract performance with the Range Control Office. Contractor will be required to maintain a one-way traffic system during work on tank trails.

13. ENGINEERING AND LAYOUT REQUIREMENTS: General survey and layout requirements for existing roadways overlays, roadway widening, drainage structures and parking lot overlays shall be part of contractors bid.

Where layout and engineering work will be required for establishing new roadway, parking lots and site work the contractor and government representative will reach an agreed time frame during the scoping of project. This cost will be covered by the Engineering and Layout bid item shown on bid schedule.

14. BORROW PIT MATERIAL: Borrow pit material will be available at Ft. Stewart only. No borrow pit material will be available on Hunter AAF.

15. LANDFILL FOR DISPOSAL: No landfill area will be available for use by the contractor at Fort Stewart or Hunter AAF.

16. RECYCLING PROGRAM: FS/HAAF has a mandatory recycling program. Unless otherwise specified, the Government retains all salvage rights. Contractors shall recycle construction & demolition debris as required by the Installation's recycling clause, 52.000- 4061: RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS FORT STEWART AND HUNTER ARMY AIRFIELD. Concrete and asphalt material shall be hauled and disposed of off of government property. The contractor shall provide weight tickets of the disposed materials. Weight tickets shall be provided to the COR. Recycle materials will be broken down when delivered to the Recycling Center (to include metal equipment). Scrap metal will be cut down to no larger than 4 square feet in size.

17. SECURITY REQUIREMENTS

17.1 1. Visitors that do not have a DoD issued identification card (Common Access Card, Military ID, Military Dependent ID, or Automated Installation Entry Card) must visit the Visitor Control Center at Gate One. Visitors are required to provide proof of vehicle registration, proof of insurance, driver’s license and agree to a background check in order to receive a visitor’s pass. The process takes approximately 10 minutes per person. Further information about accessing Fort Stewart and Hunter Army Airfield can be found at the following web address:

http://www.stewart.army.mil/info/?id=463

17.1.2. Specific information regarding visitor’s access, background checks, and contact information can be found at the following web address: http://www.stewart.army.mil/info/?id=391

17.1.3. Directions to Fort Stewart can be found at the following web address:

http://www.stewart.army.mil/info/?id=464&p=1

17.1.4. Contractors performing work on Fort Stewart for an extended period of time may request Automated Installation Entry Card to avoid the standard background check for those without a DoD issued identification card.

http://www.stewart.army.mil/info/?id=463 http://www.stewart.army.mil/info/?id=391 http://www.stewart.army.mil/info/?id=464&p=1

Further information regarding the AIE card can be found at the following web address:

http://www.stewart.army.mil/info/?id=463&p=0

17.1.5. All commercial trucks weighing 5-tons or greater, must use the dedicated truck inspection point at the 15th Street Access Control Point (Gate 7/7C). Further information regarding commercial truck access can be found at the below web address: http://www.stewart.army.mil/info/?id=463&p=0

17.1.6. For further information regarding access to Fort Stewart or Hunter Army Airfield or to obtain an AIE card please call the following numbers:

Fort Stewart: 912-767-9593 Hunter Army Airfield: 912-315-6121

18 SAFETY REQUIREMENTS

18.1 Contractor Personnel. Contractor Personnel shall present a neat appearance and wear shirts, safety footwear, and full length pants at all times and meet all OSHA, and EM 385-1-1 requirements.

18.2. The Contractor shall provide safety equipment for the safety of employees performing work under this contract. The Contractor shall ensure the employees receive and use protective articles as necessary.

19 QUALITY ASSURANCE: The COR will evaluate the Contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on what the COR must do to ensure that the Contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s). When an observation indicates defective performance, the COR will require the Contractor or designated on-site superintendent to initial the observation to acknowledge the defective performance. The acknowledgement of the observation does not necessarily constitute Contractor concurrence with the observation, only that the Contractor has been made aware of the defective performance.

20 GOVERNMENT FURNISHED SERVICES

20.1 Use of Government furnished services shall be limited to performance of this contract.

20.2 Facilities. If the scope of a project requires an extended presence by the Contractor at a given site, it is the Contractor's responsibility to provide any necessary trailers and/or storage rooms to house staff personnel, materials, and equipment used in performance of this contract. The Contractor shall provide and post a neatly lettered sign identifying the company name, telephone number(s) and emergency telephone number(s).Contact Ben Seacrist, DPW, CMB at 912-228-7114, for location of laydown yard and contractor trailer numbers.

20.3 Water Resources. Water will be furnished at no cost to the Contractor from a fire hydrant designated by the COR or authorized representative and located within a reasonable proximity to the work area. The Contractor shall install a gate valve and a back-flow prevention device on the fire hydrant tap. The Contractor shall furnish all equipment, material, and labor required to obtain and deliver water from the designated fire hydrant to the work area(s).

20.4 Electrical Resources. Primary electrical distribution system infrastructure is owned by a utility company.

They own from primary feeders, distribution transformers and secondary feeders up to the building’s service entrance. The Contractor shall be responsible for associated costs of repairing any existing utility damaged during construction.

21. APPLICABLE CODES AND STANDARDS

21.1 The Contractor shall perform all work required under this contract in accordance with the latest revision/edition of the following referenced codes and standards. The term “Latest Revision/Edition” is defined as the version as of the project award date.

- Georgia Department of Transportation Standard Specifications (GDOT)

- US Department of Transportation, Federal Highway Administration, “Manual on Uniform Traffic Control

Devices for Streets and Highways (MUTCD)”.

- Department of Army Regulations (AR): AR 385-40, "Safety-Accident Reporting and Records"

- U.S. Army Corps of Engineers (USACE), EM 385-1-1, "Safety and Health Requirements Manual".

- Engineering and Construction Bulletin (ECB) 2012-28: Marking of Army Airfields and Heliports.

- Engineering Technical Letter (ETL) 04-2: Standard Airfield Pavement Marking Schemes, with Change 1.

- Engineering Technical Letter (ETL) 1110-5-555: Army Airfield and Heliport Markings.

- 02 41 00 Demolition

- 03 01 32 Misc. Concrete

- 03 20 01.00 10 Concrete Reinforcement

- 03 30 00 Cast In Place Concrete

- 10 14 01 Highway Sign

- 31 11 00 Clear and Grub

- 31 23 00.00 20 Earthwork, Excavation and Fill

- 31 23 23.33 Flowable Fill

- 32 01 11.51 Remove Rubber Airfield

- 32 01 13 Bituminous Seal Coat

- 32 01 17.16 Seal Cracks Pavement.

- 32 01 19 Field Molded Sealants

- 32 12 16 Bituminous Pavements

- 32 16 13 Sidewalks and Curbs

- 32 17 23.00 20 Pavement Marking Thermoplastic

- 32 17 23 00 30 Pavement Marking Paint

- 32 17 23.00 35 Airfield Pavement Marking -. 32 31 13 Chain Link Fence

- 32 31 14 Chain Link Cantilever Gates

- 32 92 19 Seeding

- 32 92 23 Sodding

- 33 11 00 Water Distribution

- 33 40 00 Storm Drainage

- 34 41 26.00 11 Traffic Signal

- 34 71 13.19 Guard Rail

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 1001 Destination Government Destination Government 2001 Destination Government Destination Government

CLAUSES INCORPORATED BY REFERENCE

52.246-12 Inspection of Construction AUG 1996 52.246-13 Inspection--Dismantling, Demolition, or Removal of

Improvements

AUG 1996

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 POP 01-JUL-2016 TO

30-JUN-2017

N/A FORT STEWART

FORT STEWART

W33DL4

1001 POP 01-JUL-2017 TO

30-JUN-2018

N/A (SAME AS PREVIOUS LOCATION)

2001 POP 01-JUL-2018 TO

30-JUN-2019

N/A (SAME AS PREVIOUS LOCATION)

52.211-10 Commencement, Prosecution, and Completion of Work APR 1984 52.211-13 Time Extensions SEP 2000 52.242-14 Suspension of Work APR 1984 52.247-34 F.O.B. Destination NOV 1991

CLAUSES INCORPORATED BY FULL TEXT

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the applicable task order, the Contractor shall pay liquidated damages to the Government in the amount determined at the task order level for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

Section G - Contract Administration Data

CONTRACT ADMINISTRATION DATA

1.1. Contract Administration. The roles, duties, responsibilities and authority of each of the members are discussed below:

1.2.1. CONTRACTING OFFICER means a person with the authority to enter into, administer and/or terminate contracts and make related determinations and findings. The Contracting Officer signs all contractual documents, approves and signs all modifications to contracts, processes and approves payment requests, reviews and makes final decisions on contractual discrepancies, and administers the contract. The Contracting Officer is the only authorized individual to make changes to a contract.

1.2.2. CONTRACTING OFFICER'S REPRESENTATIVE. An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor, as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

1.3. All matters pertaining to the administration of each individual task order should be directed to the pertinent Contracting Officer. Each individual task order may be signed by any of the Contracting Officers within the Mission and Installation Contracting Command – Fort Stewart. However, this does not preclude another Contracting Officer within the Mission and Installation Contracting Command-Fort Stewart from signing any documents or attending any meetings in matters pertaining to the individual task order from the primary Contracting Officer.

1.3.1. Administration Responsibility.

− After award of the contract, complete responsibility and administration of this contract will be transferred to:

o Mission and Installation Contracting Command (MICC) – Fort Stewart 976 William H. Wilson, STE 100

Fort Stewart, GA 31314-3425

− The Contracting Officer is the only person authorized to direct changes in any of the requirements under this contract and notwithstanding any provisions contained elsewhere in this contract, the said authority remains solely with the Contracting Officer. In the event the Contractor effects any such change at the direction of any person other than the Contracting Officer, the change will be considered to have been made without authority and solely at the risk of the Contractor. The Contractor shall ensure that all Contractor personnel are knowledgeable and cognizant of this contract provision.

1.3.2. Final payment for Individual task orders.

1.3.3. Before final payment for individual task orders will be made, all contractors’ payrolls to include their Subcontractors, SF 1413 Statement of Acknowledgement for each subcontractor, material submittals, progress reports, daily reports, test reports, shop drawings, and release of claims must be received by the Government.

1.3.4. The final invoice for each individual task order shall shall be submitted in accordance with FAR 52.232-5.

1.3.5. The Contractor shall have the following certification on all invoices:

“I hereby certify, to the best of my knowledge and belief, that --

(1) The amounts requested are only for performance in accordance with the specifications, terms, and conditions of the contract;

(2) All payments due to subcontractors and suppliers from previous payments received under the contract have been made, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and the requirements of chapter 39 of Title 31, United States Code;

(3) This request for progress payments does not include any amounts which the prime contractor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract; and

(4) This certification is not to be construed as final acceptance of a subcontractor’s performance.

(Name) (Title) (Date)”

1.4. Pre-Construction Conference.

1.5.1. Prior to the Contractor starting work on Task Orders, a pre-construction conference (as described in FAR Subpart 42.5), may be convened by the Contracting Officer. The Project Manager shall meet with the Contracting Officer to establish the agenda for the conference. The Contractor's Project Manager, Quality Control Manager, and Safety personnel shall attend the conference. If the contract involves subcontractors, a representative of each major subcontractor shall also attend.

1.5.2. The Contracting Officer and the Contractor will agree to the date, time, and location of the conference after award of the Contract. In event of a conflict in schedules, the Contracting Officer shall establish the date for the conference.

(END CONTRACT ADMINISTRATION DATA)

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (MAY 2013)

(a) Definitions. As used in this clause--

Department of Defense Activity Address Code (DoDAAC) is a six position code that uniquely identifies a unit, activity, or organization.

Document type means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

Local processing office (LPO) is the office responsible for payment certification when payment certification is done external to the entitlement system.

(b) Electronic invoicing. The WAWF system is the method to electronically process vendor payment requests and receiving reports, as authorized by DFARS 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall--

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.acquisition.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this Web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via Web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order:

(1) Document type. The Contractor shall use the following document type(s).

COMBO

(2) Inspection/acceptance location. The Contractor shall select the following inspection/acceptance location(s) in WAWF, as specified by the contracting officer.

W33DL4

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table* Field Name in WAWF Data to be entered in WAWF Pay Official DoDAAC HQ0490 Issue By DoDAAC W91247 Admin DoDAAC W9124M Inspect By DoDAAC W33DL4 Ship To DODAAC W33DL4 Service Approver (DoDAAC) W9124M Service Acceptor (DoDAAC) W33DL4

(4) Payment request and supporting documentation. The Contractor shall ensure a payment request includes appropriate contract line item and subline item descriptions of the work performed or supplies delivered, unit price/cost per unit, fee (if applicable), and all relevant back-up documentation, as defined in DFARS Appendix F, (e.g. timesheets) in support of each payment request.

(5) WAWF email notifications. The Contractor shall enter the email address identified below in the “Send Additional Email Notifications” field of WAWF once a document is submitted in the system.

TBD

(g) WAWF point of contact. (1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

TBD

(2) For technical WAWF help, contact the WAWF helpdesk at 866-618-5988.

Section H - Special Contract Requirements

EMERGENCY MEDICAL TREATMENT

Emergency medical treatment will be provided by the Winn Army Community Hospital in order to prevent undue suffering or loss of life. Emergencies will be treated only during the period of emergency and appropriate action will be taken to discharge or transfer such patients as soon as the emergency period ends. Charges for medical care will be at the prevailing rate and at the Contractor's expense.

MATERIAL APPROVAL SUBMITTALS

The submittals contemplated by FAR clause 52.236-5 entitled, “Materials and Workmanship”, and listed at Technical Exhibit 1 or any requested deviations from the Specifications, listed at Attachment 1, shall be submitted on ENG Form 4025-R, “Transmittal of Shop Drawings, Equipment Data, Material Samples, or Manufacturer’s Certifications”. Required certificates, manufacturing brochures, etc., shall be submitted in five

(5) copies unless otherwise specified. Submittals requiring manufacturer’s certifications must be executed by an officer of the manufacturing company and notarized. Approval of materials or equipment not noted as a deviation shall not relieve the Contractor from complying with the applicable Specifications.

REMOVAL OF CONTRACTOR PERSONNEL

The Government reserves the right to require removal of any Contractor personnel from the job site who endanger persons or property, or whose continued employment is inconsistent with the interest of military security. The Government also reserves the right to require the Contractor to remove from the job site, any employee found to be under the influence of alcohol, drugs or any other incapacitating agent or any employee involved in the theft of Government property. The removal from the job site of such personnel shall not relieve the Contractor of the requirement to provide personnel to perform services.

RE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .