SP4702-15-R-0036.pdf

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair

1. SOLICITATION NUMBER

SP4702-15-R-0036

2. TYPE OF

SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

31 August 2015

PAGE OF PAGES

Solicitation Contract

2 of

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

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER

57874037

6. PROJECT NUMBER

CSC-15718

7. ISSUED BY CODE|__SP4702__________

DLA CONTRACTING SERVICES OFFICE, COLUMBUS

ATTN: DCSO-C

P. O. Box 3990 Columbus, OH 43218-3990

8. ADDRESS OFFER TO:

DEFENSE SUPPLY CENTER, COLUMBUS

ATTN: DCSO-C

P. O. Box 3990 Columbus, OH 43218-3990

For Courier Services, offers must address to:

3990 East Broad Street, Columbus, OH 43213-1152.

9. FOR INFORMATION CALL>

A. NAME

BARBARA ANN BOCSY

barbara.bocsy@dla.mil

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

614-692-3650

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number date):

TABLE OF CONTENTS

(X) SEC

DESCRIPTION PAGE(S) (X) SEC

DESCRIPTION PAGE(S)

PART I - THE SCHEDULE PART II - CONTRACT CLAUSES

X A SOLICITATION/CONTRACT FORM X 1 CONTRACT CLAUSES

X B SUPPLIES OR SERVICES AND PRICES/COSTS PART III - LIST OF DOCUEMNTS, EXHIBITS AND OTHER ATTACH.

X C DESCRIPTION/SPECS/WORK STATEMENT X J LIST OF ATTACHMENTS

D PACKAGING AND MARKING PART IV - REPRESENTATIONS AND INSTRUCTIONS

X

F

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

K

REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

X G CONTRACT ADMINISTRATION DATA X L INSTRS., CONDS., AND NOTICES TO OFFERORS

X H SPECIAL CONTRACT REQUIREMENTS X M EVALUATION FACTORS FOR AWARD

SEE TABLE OF CONTENTS PAGE 5 0F 241

11. The Contractor shall begin performance within __ten (10)___ calendar days and complete it within _180__ calendar days after receiving award. notice to proceed. This performance period is mandatory, negotiable. (See Clause (FAR 52.211-10 Alt 1.)

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

(If “YES,” Indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and ____no____ copies to perform the work required are due at the place specified in Item 8 by 1:00 P.M. (hour) local time 16 September 2015 (date). If this is a sealed bid solicitation, offers will be publicly opened at the time. Sealed envelopes containing offers 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 is, is not required.

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

D. Offers providing less than ____90____ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3213 1442-102 (C) OP301-1442.9-1 (MAR 2000) STANDARD FORM 1442 (REV 4-85(EG))

SP4702-15-R-0036

Solicitation SP4702-15-R-0036 OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

DUNS:

CODE FACILITY CODE

15. TELEPHONE NO. (Include area code)

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

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within _________ calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D.

Failure to insert any number means the offeror a accepts the minimum in item 13D.)

AMOUNTS |

18. The offeror agrees to (a) to carry out this offer if the Government accepts it by signing Item 31B within the time specified in Item 13D, and (b) to furnish any required performance and payment bonds..

19. ACKNOWLEDGEMENT 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)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED CERTIFIED FOR NATIONAL DEFENSE

UNDER DPAS REG. 15 CFR 30 RATING DO C2

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE |_SP4702 ___

DLA CONTRACTING SERVICES OFFICE - COLUMBUS

ATTN: DCSO-C

P. O. BOX 3990

Columbus, OH 43218-3990

27. PAYMENT WILL BE MADE BY CODE | SL4701

Defense Finance and Accounting Service, Columbus Center

ATTN: DFAS-JAQBAB

P. O. Box 369031 Columbus, OH 43236-9031

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return _________ copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

31C. AWARD DATE

(C) OP301-1442.9-1 (MAR 2000) STANDARD FORM 1442 BACK

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

DESCRIPTION OF SERVICES

The Contractor shall furnish all labor, material, supplies, equipment, tools, delivery, disposal and supervision necessary to perform all operations in conjunction with this project complete, CSC-

15718 Maintenance and Repair (M&R) to Pavement located at the Defense Supply Center

Columbus in strict accordance with the specifications for the project and Contract Drawing No. 5-

416 subject to the terms and provisions of this contract.

TERM OF CONTRACT

The period of performance for this project is 180 calendar days after the issuance of the Notice to

Proceed.

OFFER FOR SERVICES

CONRACT

LINE TEM

NO.(CLIN)

SUPPLIES/SERVICES QUANTITY UNIT TOTAL AMOUNT

CSC-15718, M&R to

Pavement

JOB

Roadway Repair – includes all work annotated on Construction Cost Estimate

Sheets annotated with Fund Category WBS-

Parking Lot Repair - includes all work

Roadway Maintenance - includes all work

Parking Lot Maintenance - includes all work

Concrete Repair Bldg 17 Loading Ramp -includes all work annotated on Construction

Cost Estimate Sheets annotated with Fund

Category WBS-0005

Concrete Repair for Bldg 18 Loading Ramp -

Category WBS-0006

Concrete Repair for Bldg 19 Loading Ramp -

Category WBS-0007

Concrete Repair for Bldg 27 Loading Ramp -

Category WBS-0008

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

Concrete Repair Bldg 30 Loading Ramp -includes all work annotated on Construction

Category WBS-0009

Storm Pipe Utility Repair - includes all work annotated on Construction Cost Estimate

Roadway New Construction - includes all work annotated on Construction Cost

Estimate Sheets annotated with Fund

Category WBS-0011

Parking Lot New Construction - includes all work annotated on Construction Cost

Category WBS-0012

Storage Lot New Construction - includes all work annotated on Construction Cost

Category WBS-0013

Storage Lot New Construction - includes all work annotated on Construction Cost

Category WBS-0014

Scrap Yard New Construction - includes all work annotated on Construction Cost

Category CAP-DWBS-00035

ALL CLIN PRICING SHALL BE INCLUSIVE OF OVERHEAD, PROFIT AND

BONDING COSTS

When invoicing in Wide Area Work Flow, reverse the quantity and unit price as shown above on each CLIN. Failure to do so will result in a delay in payment of the invoice as the invoice will have to be rejected and resubmitted. If you have any questions regarding this matter, contact your WAWF representative Matt Foreman at 614-692-1050 or matthew.foreman@dla.mil.

TABLE OF CONTENTS

SECTION A. . . . . . . . . . Solicitation/Table of Contents – STANDARD FORM 1442

SECTION B. . . . . . . . . . Supplies or Services and Prices

SECTION C. . . . . . . . . . Descriptions/Specifications/Performance Work Statement

SECTION D. . . . . . . . . . Packaging and Marking (Not Applicable). . . . . . . . . . . . . . . . . . . . . . . . n/a

SECTION E. . . . . . . . . . Inspection and Acceptance

SECTION F. . . . . . . . . . Deliveries or Performance

SECTION G. . . . . . . . . Contract Administration Data

SECTION H. . . . . . . . . Special Contract Requirements

SECTION I. . . . . . . . . . Contract Clauses

SECTION J. . . . . . . . . . List of Documents, Exhibits, and Other Attachments

SECTION

K

Representations, Certifications, and Other Statements of Offerors. . .

L

Instructions, Conditions and Notices to Offerors

M

Evaluation Factors for Award

Attachment 1 DOL Wage Rate Determination

Attachment 2 Drawings 5-407, 19 Sheets

Attachment 3 Construction Cost Estimate

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

The text of any referenced FAR, DFARS, or DLAD clause/provision may be obtained electronically at http://farsite.hill.af.mil/ (DLA Procurement Regulations). The complete edition of Federal Acquisition

Regulations (FAR) or DoD FAR Supplement (DFARS) may be obtained by purchase from the

Superintendent of Documents, Government Printing Office, Washington, DC 20402.

The clauses/provisions incorporated by reference have the same force and effect as if they were in full text; however, those having no bearing on the instant acquisition become self-deleting.

MAGNITUDE OF THIS CONSTRUCTION PROJECT IN TERMS OF ESTIMATED COST:

( ) This Project is estimated less than $25,000.

( ) This Project is estimated between $25,000 and $100,000.

( ) This Project is estimated between $100,000 and $250,000.

( ) This Project is estimated between $250,000 and $500,000.

( ) This Project is estimated between $500,000 and $1,000,000.

( ) This Project is estimated between $1,000,000 and $5,000,000.

(X) This Project is estimated between $5,000,000 and $10,000,000.

( ) More than $10,000,000.

DESCRIPTION OF WORK:

The Contractor shall furnish all labor, material, supplies, equipment, tools, delivery, disposal and supervision necessary to perform all operations in conjunction with this project complete, CSC-

15718 M&R to Pavement located at the Defense Supply Center Columbus in strict accordance with the specifications for the project and Contract Drawing No. 5-416 subject to the terms and provisions of this contract.

NOTE: While the Government currently intends to purchase the requirements sought in this solicitation, it may nevertheless be canceled in the event of spending cutbacks necessitated by passage of the

Balanced Budget and Emergency Deficit Control Act of 1985, P.L.99-177.

NOTICE: Any contract awarded to a contractor who, at the time of award was suspended, debarred, ineligible for receipt of contracts with government agencies or in receipt of a notice of proposed debarment from any government agency, is voidable at the option of the Government.

(The following is applicable when marked with an "X".)

(X) Wage Rate Decision OH150002 dated 07/31/2015 No. Of Pages 41 (attached)

STATEMENT OF WORK FOR

M & R TO PAVEMENT

PROJECT CSC-15718

DEFENSE SUPPLY CENTER COLUMBUS

3990 EAST BROAD STREET

COLUMBUS, OHIO 43218-5000

May 2015

SECTION TABLE OF CONTENTS PAGES

Section 01 31 13 General Requirements and Statement of Work 5

Section 01 33 00 Submittal Procedures 6

Section 01 35 31 Security, Safety, and Fire Provisions 18

Section 02 41 00 Demolition and Deconstruction 9

Section 03 30 00 Cast in Place Concrete 26

Section 31 23 00.0020 Excavation and Fill 17

Section 32 01 16.17 Cold Milling of Bituminous Pavements 3

Section 32 01 17.16 Sealing of Cracks in Bituminous Pavements 6

Section 32 01 19 Sealing Joints in Rigid Pavements 8

Section 32 11 23 Pavement Aggregate Base Course 11

Section 32 12 10 Bituminous Tack and Prime Coasts 5

Section 32 12 17 Hot Mix Bituminous Pavement 19

Section 32 17 23 Pavement Markings 15

Section 32 92 19 Seeding 9

Section 33 40 00 Storm Drainage Utilities 22

Section 01 31 13 Page 1 of 5 8/19/2015

SECTION 01 31 13

GENERAL REQUIREMENTS AND STATEMENT OF WORK

01/09

1.1 GENERAL:

This project consists of providing asphalt pavement maintenance and repair measures by utilizing Sealing of Cracks, Cold Milling and Resurfacing, Concrete Pad/Pavement, Concrete Sidewalk, and pavement markings on the existing roadways and parking lots in DSCC. Rainstorm drainage slope of the pavement shall be repaired at all areas subject to cold milling and resurfacing by overlaying additional asphalt to achieve positive drain to adjacent catch basins. Details of the Statement of Work and their purpose are described as below:

Scope: The Contractor shall furnish all labor, material, supplies, equipment, tools, delivery, disposal and supervision required in performing all operations in conjunction with this project complete, in strict accordance with these specifications and Contract Drawing No. 5-416 subject to the terms and provisions of this contract. This section of the specifications is applicable to all other sections herein.

Areas with 2-inch Mill and Overlay:

Bldg. 41 West Parking Lot – After Bldg. 41 and other adjacent buildings were demolished years ago, this area has been utilized for truck weight station. The existing parking lot pavement is not adequate to take the truck load therefore the pavement in this area is heavily cracked. The portion of the pavement in this area where direct truck traffic is undergone will be repaired with full-depth replacement with thicker pavement section. All other service area will be repaired with 2-inch mill and overlay.

th

Blvd South – Repair damaged pavement and poor drainage

Bldg. 330 South Parking Lot - Repair damaged pavement and poor drainage

Mason Run East Parking Lot – Repair damaged pavement and poor drainage

Washington Lane – Repair damaged pavement and poor drainage, and replace deteriorated plastic parking blocks with concrete blocks.

th

Blvd - Repair damaged pavement and poor drainage

Bldg. 27 North Parking Lot – Repair damaged pavement and poor drainage

G Street and Vicinity – Repair damaged pavement and poor drainage

A Street and Vicinity – Repair damaged pavement and poor drainage

Bldgs. 306 and 308 Parking Lot – Repair damaged pavement and poor drainage

Bldg. 22 Parking Lot – Repair damaged pavement and poor drainage, and repair unsafe concrete sidewalks

Bldg. 20 South Parking Lot – Repair damaged pavement and poor drainage

Areas with Full depth pavement repair and other utility repair works:

Bldg. 41 West Parking Lot near the truck weight station – This parking lot is now utilized as a path to the truck weigh station and subject to repeated heavy truck load. Repair damaged pavement, and improve the pavement structural capacity by increasing the pavement thickness.

E Street and Vicinity– E Street is a major artery connects James Road Gate (Truck Gate) and the center. Many alligator cracks and rutting are identified due to its poor structural capacity and underdrains. The pavement was originally designed for a small street between the warehouses which had been demolished. The existing storm pipes are also identified with many longitudinal and circular cracks during 2008/2009 inspection.

Section 01 31 13 Page 2 of 5 8/19/2015

Roosevelt and Foyle Intersection – Roosevelt and Foyle Intersection is a major artery connects

James Road Gate (Truck Gate) and the center. Many alligator cracks and rutting are identified due to its poor structural capacity and underdrains. The existing storm pipes are also identified with many longitudinal and circular cracks during 2008/2009 inspection

Building ramps and loading dock areas concrete repair/replacement:

Bldgs. 27 and 30 West Ramp – Repair heavily deteriorated concrete ramps and truck loading dock.

Bldgs. 17, 18, and 30 North and South Ramp – Repair heavily deteriorated concrete ramps and truck loading dock.

New Constructions and Improvements (Capital Minor Construction) - Areas where require new pavements:

Roosevelt and Foyle Intersection – In addition to pavement repair, a lane widening is to be performed to accommodate increase traffic to the James Road Gate and Fitness Center.

Additionally, New sidewalk will be constructed along the Northside of Roosevelt Lane between th

Blvd and Jackson Blvd. This section of the roadway is the only section there is no sidewalk for foot traffic on either side of the roadway, and it has been identified as unsafe for pedestrians.

DRMS Scrapyard – Pave the existing Disposition Service scrapyard. A bio-retention system will be constructed to utilize the runoff water during the storm event.

Bldgs. 306 and 308 Parking Lot – Improving the existing parking lot by realign the curbed parking lot shape originated from demolished railroad tracks to a straight and rectangular shape. By improving the areas configuration, both parking lots will receive more parking spaces and drainage and landscape improvements.

Granite Storage Pad between Bldg. 318 and 319 – The existing granite storage space are not paved and much of vegetation had outgrown in the area created unsafe and hazardous work environment for associates. The new granite storage pad with paved access road will provide better and safe work place and will safe unnecessary damages to the stored granite pad for the Bldgs. 20 and 21 maintenance. A bio-retention system will be constructed to utilize the runoff water during the storm event.

1.2 CONTRACT DRAWINGS: The contract drawings indicate the extent and general arrangement of the existing facilities, new work, materials and equipment installations. If any departures from the contract drawings, other than minor adjustments, are deemed necessary by the Contractor, details of such departures and the reasons therefore shall be submitted to the Contracting Officer or their authorized representatives soon as practicable for approval. No such departures shall be made without the written approval of the

Contracting Officer.

1.3 MATERIALS AND EQUIPMENT: Unless otherwise specified or indicated on the drawings, all materials used in this project shall be new and shall be in compliance with respective material specifications indicated. Materials shall be the standard products of a manufacturer regularly engaged in the manufacture of the product. Items of material/equipment shall essentially duplicate material/equipment that has been in satisfactory use at least two years prior to bid opening.

1.3.1 Materials and equipment shall be installed in accordance with the approved recommendations and instructions of the manufacturer for obtaining conformance with the contract documents.

1.3.2 Materials delivered to the site shall be inspected for damage, unloaded, and stored with a minimum of handling. Storage facilities shall be provided by the contractor at the job site for maintaining materials at

Section 01 31 13 Page 3 of 5 8/19/2015 temperatures and conditions recommended by the manufacturer. Storage accommodations shall afford easy access for inspection and identification of each shipment.

1.3.3 Warranty of Construction: In addition to the warranty clause as specified in FAR 52.246.21 (MAR

1994) and Alternate I (April 1984), the Contractor shall provide to the Government, upon the completion of the project, the standard warranty of the material/equipment offered by the manufacturer which extends beyond the one year warranty of construction.

1.4 VERIFICATION OF DIMENSIONS: In addition to the “Site Investigation and Conditions Affecting the Work” clause under FAR 52.236.3 (Apr 1984), the Contractor shall familiarize himself thoroughly with all details of the work and working conditions, verify all critical dimensions and other data in the field, and advise the Contracting Officer or their authorized representative of any discrepancy before performing any work.

1.5 CONTRACTOR QUALIFICATIONS: This project requires the use of specialized skills and equipment. Contractors submitting offers for this project shall have not less than a minimum of three (3) years of work experience in having satisfactorily performed work of the types required by this project.

1.5.1 All contractors shall submit the following with their bid: written qualifications, work experience, and references for projects satisfactorily completed within the last two years, demonstrating the contractor is qualified and experienced to perform the specified work. The written qualifications statement shall be certified and signed by the principle of the contracting firm.

1.5.2 All contractors shall submit the following with their proposal:

Written qualification statement for the individual who will be functioning as the project manager, demonstrating 3 years of project management experience for projects similar in nature to work described in the statement of work.

Written qualifications statement for the individual who will be responsible for quality control demonstrating 3 years of quality control experience for projects similar in nature to work described in the statement of work.

Written qualifications statement for the individual who will be responsible for safety demonstrating 3 years of safety experience for projects similar in nature to work described in the statement of work. This individual must document a minimum of 40 hours of OSHA safety training.

The written qualifications statement shall be certified and signed by a principle of the contracting firm.

1.5.3 Details of workmanship shall be in accordance with the highest standards and best practices of the respective trade as recognized by respective contractor's association.

1.5.4 Only qualified tradesmen or mechanics shall be assigned to do the work required by this contract. At no time shall the work be accomplished by apprentices or laborers without the supervision of a journeyman or higher level supervision.

1.5.5 Certificates of Compliance, manufacturer’s engineering data and installation instructions for the storm pipe, drainage geotextile, geocomposite drain strip, drain grate and accessories.

1.6 COORDINATION AND COOPERATION: The Contractor involved in the performance of this project shall coordinate the work to eliminate delay and shall submit, in a format provided by the

Contracting Officer, within thirty (30) days after date of Notice to Proceed, a schedule of operations to the

Contracting Officer or their authorized representative, for approval. All work shall be performed in strict accordance with the schedule of work approved by the Contracting Officer, unless any delay is found excusable within the meaning of the default clause, referenced elsewhere herein. The Government’s central point of contact on this project will be the Contracting Officer, who will be assisted by the government project engineer and the government construction inspector. The areas at which the work is to

Section 01 31 13 Page 4 of 5 8/19/2015 be performed may remain active and operational during the performance of this contract. It is imperative that all work performed under this contract be scheduled and phased to minimize disruption of utility systems, personnel, vehicular traffic and provide accessibility to the buildings at all times.

1.7 DAILY ACTIVITY REPORTS: Shall be submitted by the Contractor to the Contracting Officer, or

Government Inspector each day activity or work occurs at the job site. The daily report shall include the date, contract number and title, report number, contractor’s name, weather conditions, work location, description of activity or work performed, safety actions, work hours, personnel, equipment, subcontractors, deliveries, and other pertinent information.

1.8 INTERRUPTIONS OF UTILITIES:

1.8.1 No utility services shall be interrupted or blocked off without approval of the Contracting Officer or their authorized representative.

1.8.2 Scheduling for interruption, shutdown of services shall be submitted in writing to the Contracting

Officer or their authorized representative not less than SEVEN (7) days prior to date of all proposed interruptions. The request shall give the following information:

(1) Nature of utility or system (sewer, water, electrical, fire sprinkler system, etc.)

(2) Size of line and location.

(3) Buildings, Services, and Equipment Affected.

(4) Hours and date, estimated length of time of interruption

1.9 RECORD DRAWINGS: The Contractor shall maintain record drawings on file at the project site. As part of the final inspection and acceptance, the Contractor shall furnish the Contracting Officer or their authorized representative three (3) complete sets of Record Drawings including all survey data, and one (1) copy of electronic CAD file and survey data in a compact disk (CD). Record Drawings shall be kept up to date during the process of work and shall be made available to the Contracting Officer, or their authorized representative, upon request.

1.10 PROTECTION FROM DAMAGE: In addition to FAR 52.236.9 "Protection of Existing Vegetation, Structures, Utilities, and Improvement" (Apr 1984), the contractor shall take all the necessary precautions to protect Government equipment and property at the job site, and shall be responsible for any damage to the equipment and property that may occur as a result of his negligence in connection with the prosecution of the work performed. Damage to Government equipment or property shall be repaired by the Contractor at his expense.

1.11 DUST CONTROL: The amount of dust resulting from any work performed shall be controlled to prevent the spread of dust and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution.

1.12 CLEAN-UP: The contractor shall comply with FAR 52.236-12, "Cleaning-Up" (Apr 1984). In addition, upon completion of the work at the end of each work shift, the contractor shall leave the premises in a clean and neat condition satisfactory to the Contracting Officer. Drop cloths or other suitable methods shall be used as required to protect the equipment and the personnel. Contractor shall remove the rubbish and debris from Government property daily, unless otherwise directed.

1.12.1 Remove and transport all debris and rubbish from the project site in a manner that will prevent spillage from streets and adjacent areas. The contractor shall comply with all applicable Federal, State and

Local hauling and disposal regulations.

Section 01 31 13 Page 5 of 5 8/19/2015

1.13 FINAL INSPECTION AND ACCEPTANCE: Upon completion of the entire project a final inspection will be performed by the contractor as specified in the specification and contractual drawings.

Drainage of overlaid pavement shall be inspected by spraying water onto the pavement for final acceptance from the Contracting Officer or their authorized representative and authorized representatives from the

Facilities Engineering Division, DS-FCIE (Construction Administration Office, Operations & Maintenance

Office and Engineering Office).

End of Section –

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

Submittals required are designated in each section of the contract specifications and contractual drawing set. A list of submittals required by the specifications is at the end of this section. The list may not be all inclusive, and the Contractor is responsible for submitting all submittals required by each section of the

Technical Specifications. Submittals required may be identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

SD-02 Shop Drawings

SD-03 Product Data

SD-04 Samples

SD-05 Design Data

SD-06 Test Reports

SD-07 Certificates

SD-08 Manufacturer's Instructions

SD-09 Manufacturer's Field Reports

SD-10 Operation and Maintenance Data

SD-11 Closeout Submittals

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting

Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings." If specific submittals are not identified as “GA” or “FIO”, they shall require Government Approval (GA).

1.2.2 For Information Only (FIO)

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

SECTION 01 33 00 Page 1

SECTION 01 33 00 Page 2

2. DRAWINGS: Drawings shall be complete and detailed and in accordance with the specifications.

3. CERTIFICATES OF COMPLIANCE: Each certificate required for demonstrating proof of compliance of materials with specification requirements shall be signed by an official authorized to certify on behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name, location and the materials for which the certificates apply.

3.1 Proof of Material Compliance: When materials or equipment are specified to conform to the standards of Federal or Military Specifications, Federal or State Building Codes, National Fire Protection Association, Environmental Protection Agency, National Electric Code or any/all other applicable Codes, Publications and Regulations, the Contractor shall submit proof that the items furnished under this section of the specifications conform to such requirements. The label of or listing in the construction Materials

Directory Manufacturer's certification or published catalog specifications data statement that the items comply with applicable specifications, standards, publications and with the manufacturer's standards will be acceptable evidence of such compliance.

4. SAMPLES: All samples of materials shall be properly identified and labeled for ready identifications.

5. MANUFACTURER'S DESIGN DATA AND TECHNICAL LITERATURE: Materials and equipment submitted for approval by the Government shall be supported by sufficient manufacturer's design data including descriptive and technical literature, performance charts, diagrams, catalog cuts and installation instructions or other descriptive data published by the manufacturer to demonstrate conformance to the requirements of the specifications. Catalog numbers alone will not be accepted. If literature submitted is in a catalog with additional information on products not required herein, the required item shall be clearly marked so the Contracting Officer can tell which information is applicable. Alternate proposals to specified materials or equipment must be supported with adequate manufacturers’ technical and commercial product identification for evaluation and approval of substitute materials or equipment by the Contracting Officer.

6. MATERIAL SAFETY DATA: The Contractor shall submit Materials Safety Data Sheet (MSDS), OSHA Form 174, or equivalent on all paints adhesives, cleaners, epoxies or any other chemicals to be used.

PART 2 – PRODUCTS – NOT USED

PART 3 - EXECUTION

7. SUBMISSION PROCEDURES: The Contractor shall submit to the Contracting Officer, for approval, in quadruplicate, submittal items designated in each section of the contract specifications. Submittal items requiring Contracting Officer approval shall be submitted using transmittal forms AF Form 3000. Except as otherwise specified in Section 3 General Requirements or required due to the nature of the submittal, SUBMITTALS for this project will be submitted for approval as one complete package, within 14 days after receipt of the notice to proceed. Incomplete packages will be considered NOT in compliance with the specifications and returned without review. The Contractor shall certify on the AF

Form 3000 that he has reviewed the required submittals in detail and that they are correct and in strict conformance with the Contract Specifications and/or drawings. Each transmitted Shop Drawing, Certification of Compliance, Sample, Design Data, Technical Literature or any other items submitted for approval by the Government shall be identified as having been reviewed and approved by the Contractor by being stamped as approved and signed and dated by the Contractor or his authorized representative.

SECTION 01 33 00 Page 3

8. APPROVAL PROCEDURES: One (1) copy of each drawing or item submitted, requiring Contracting

Officer approval action, will be returned to the Contractor within 7 days after receipt of the submittal and each copy will be identified as having received approval or disapproval by being so stamped and dated with pertinent comments. The Contractor shall make any corrections or resubmittals required by the Contracting

Officer within 7 days. No work shall be started nor shall any materials be ordered until the Contracting

Officer has returned all submittals to the Contractor marked approved. Approval does not relieve the

Contractor of responsibility for dimensional and functional requirements in accordance with the Government specifications and drawings.

8.1 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

8.2 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

8.3 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

SECTION,

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Drawing 5-416 Sheet 2

DAILY CONSTRUCTION ACTIVITY REPORT X X

Drawing 5-416 Sheet 2

EROSION AND SEDIMENT CONTROL PLAN X

Drawing 5-416 Sheet 2

MAINTENANCE OF TRAFFIC PLAN X

01 35 31, 2.1.16 HAZARDOUS MATERIAL SAFETY DATA SHEETS X

01 35 31, 2.8 NON-HAZARDOUS SOLID WASTE GENERATION

REPORTING

X

01 31 13, 4 CONTRACTOR QUALIFICATIONS X

01 31 13, 5 SUMMARY OF OPERATIONS AND PROCEDURES X

01 31 13, 6 SCHEDULE OF OPERATIONS AND PROCEDURES X

01 31 13, 7 INTERRUPTIONS OF UTILITIES X

01 31 13, 8 RECORD DRAWINGS X

01 31 13, 9 DAILY ACTIVITY REPORTS X

01 35 31, 2. 1.2 ENVIRONMENTAL PROTECTION PLAN X

01 35 31, 2. 6 WASTE MANAGEMENT PLAN X

02 41 00, 1.3 DEMOLITION & DECONSTRUCTION PLAN X

02 41 00, 1.3 EXISTING CONDITION SURVEY DATA X

03 30 00, 1.3 FORMWORK & REINFORCING STEEL X

03 30 00, 1.3 CURING CONCRETE PRODUCT DATA X

03 30 00, 1.3 JOINT SEALANTS & FILLER MATERIALS X

03 30 00, 1.3 CONCRETE MIX DESIGN DATA X

03 30 00, 1.3 CONCRETE MIX TEST REPORTS X

03 30 00, 1.3 CONCRETE MSDS SHEET X

31 23 00, 1.3 BORROW SITE TESTING X

31 23 00, 1.3 SHORING AND SHEETING PLAN X X

31 23 00, 1.3 TEST REPORTS X X

32 01 19, 1.2 MANUFACTURER’S INSTRUCTIONS X

32 01 19, 1.2 JOINT SEALANT PRODUCT DATA X

SECTION 01 33 00 Page 4

SECTION,

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32 11 23, 1.5 Base Course Aggregates Test Reports X

32 12 17, 1.2 Design Data for Job-Mix Formula X 32 17 23, 1.2 Pavement Marking Acrylic Coating X

32 17 23, 1.2 Pavement Marking Equipment Data X

32 17 23, 1.2 Pavement Marking Acrylic Coating Test Reports X

33 40 00, 1.3 CERTIFICATES X X

33 40 00, 1.3 PLACING PIPE X X

32 92 19, 1.4 Seeding Product Data X

32 92 19, 1.4 State Certification & Approval for Seed X

SECTION 01 33 00 Page 5

SECTION,

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SECTION 01 33 00 Page 6

END

SECTION 01-35-31

(REV 09/24/2014)

SECTION 01-35-31

SECURITY, SAFETY AND FIRE PROVISIONS

(Rev 09/24/2014)

The following provisions are general in nature and tailored to the Defense Supply Center

Columbus Installation. They cover items regarding access, as well as requirements to maintain a safe and secure environment for all individuals on the Installation. Not all of these provisions will apply to every solicitation or contract. Any questions regarding the applicability of the following provisions should be directed to the Contracting Officer or designee.

Any Government publications referenced herein will be provided upon request.

1.1 SECURITY

1.1.1 All contractors must abide by all security/force protection policies in effect on the DSCC

Installation. Security/force protection procedures on the installation may include, but are not limited to, personnel screening, installation access and ID procedures, vehicle search requirements, restricted area access, and parking restrictions. Contractors must be aware that security/force protection procedures may change due to changes in the local Force Protection Condition level.

1.1.2 Contractor personnel working on the Defense Supply Center Columbus installation will be subject to screening as dictated by current security regulations. Contractor personnel shall provide information requested to accomplish the required screening process. Levels of screening will be dictated by the sensitivity of the position the contractor will occupy and the access they require to

DSCC and its facilities.

1.1.3 The contracting officer will coordinate with Security and Emergency Services personnel prior to the start of the contract performance to ensure all required security/force protection security measures are in place. The contracting officer will coordinate with Security and Emergency Services personnel at the end of the contract to ensure all government issued IDs have been accounted for.

1.1 IDENTIFICATION (ID) CARD/BADGE:

1.1.1 All contractors (including subcontractors) working On-Center must be issued a Contractor

Badge by the DSCC Installation Pass & ID Office located at the DSCC Main Entrance, 401 N.

Yearling Road, Whitehall, OH 43213 prior to starting work on the DSCC installation in accordance with DSCCI 5720.003 Installation Entry/Access. The type of credential required is divided into four areas as described below. Access of Foreign national contractor employees is strongly discouraged. Any request for foreign national access must be submitted to the Chief of Security and

Emergency Services for approval one week in advance and approved on a case-by-case basis. If approved foreign nationals are only eligible for a Tier 1 or 2 ID.

1.1.2 Contractors conducting temporary business may obtain a Tier 1, Disposable Visitor Badge for up to 30 days. The contractor must be entered into the Visitor Notification System (VNS) by an authorized sponsor. Renewals of Tier 1 visitor badges in order to circumvent the requirement to receive a contractor ID for work longer than 30 days will not be tolerated.

1.1.3 Outside contractors working on the installation must be issued a Tier 2, Local Access

Badge (Outside Contractor) prior to starting work. The Outside Contractor Badge (Red Stripe on top of card) has no building access programmed into the card. This card is not recognized by building lobby officers for entrance and is for contractors who solely work outside. Contractors with this

(REV 09/24/2014)

badge must be escorted at all times when inside a building. The DSCC outside contractor ID may be obtained by the appropriate Verifying Official initiating a DSCC Form 2310, DSCC Tier 2 (Inside

Contractor) ID Card and Key Card Request and forwarding it to their respective Personnel Security

Office located at DSCC. This badge does not authorize the holder to sponsor visitors on to DSCC.

1.1.4 Contractors who require building access for more than thirty days but not DoD networks access must be issued a Tier 3, Local Access Badge (Inside Contractor) prior to starting work. The badge has a blue stripe on the top and can be programmed to operate any electronic access control devices needed. This badge is only authorized access to buildings which have been programmed on to it.

Contractors with this badge must be escorted at all times when inside a building which they are not assigned. The Tier 3, Local Access Badge (Inside Contractor) may be obtained by the appropriate

Verifying Official initiating a DSCC Form 2310, DSCC Tier 3 (Inside Contractor) ID Card and Key

Card Request and forwarding it to their respective Personnel Security Office located at DSCC. This badge does not authorize the holder to sponsor visitors on to DSCC.

1.1.5 Contractors who require access to the Center’s information technology network in the course of the contract must be issued a DoD CAC and a Contractor Key Card prior to starting work on DSCC.

The CAC can be obtained by the appropriate Trusted Agent placing the contractor employee into the

Trusted Associate Sponsor System (TASS). The Contractor Key Card may be obtained by the appropriate Trusted Agent initiating a DSCC Form 2310, DSCC Tier 3 (Inside Contractor) ID Card and Key Card Request and forwarding it to their respective Personnel Security Office located at

DSCC. Inside contractors that possess a CAC may sponsor visitors onto DSCC

1.1.6 Working with the applicant, the Trusted Agent or Verifying Official will schedule an appointment within thirty days of badge approval at the Pass and ID office using the ID scheduler website: https://centerwide.dscc.dla.mil/badgescheduler/Intro1.aspx. The Pass and ID office is located in Bldg. 52. Normal Hours of Operation: Monday through Friday, 0630-1530 hours. Once an appointment is made the Trusted Agent or Verifying Official will sponsor the applicant as a visitor in the Visitor Notification System, if necessary.

1.1.7 The Tier 3, Local Access Badge (Inside Contractor) ID and Contractor Key Card is activated with basic access permissions, for example lobbies, cafeteria at Buildings 20 and 21. There is a block located in Section 3 of the DSCC Form 2310 in which the Verifying Official will enter specific locations that utilize card readers that the applicant must gain access to. The Verifying Official will indicate the location by building number for exterior doors. Interior door access of any building must be listed separately. If 24/7 access is required, sufficient justification must be included.

1.1.8 Badges may be renewed beginning 90 days prior to expiration. The renewal process is the same as for the initial ID and key card. TA’s and AO’s will re-verify CAC, Outside Contractor or key card requirements and complete the necessary steps as outlined above. Contractors must turn in all previously issued ID and key cards before receiving a new one. ID and key card renewal requests may be submitted up to 90 days before the card expiration date. It is the cardholder’s responsibility to advise their Verifying Official 90 days before the card expiration date that their ID will expire. This is to ensure that there is ample time for a new badge request to be processed and an appointment made at

Pass and ID for badge issuance.

1.1.9 Contractor employees, including those of subcontractors, are required to wear the ID card/badge issued by the DSCC Installation Pass/ID Office conspicuously on their outer clothing at all times while working on this Center. Contractor personnel/subcontractors are subject to challenge and removal from the work area if the ID card is not being worn. It is the Contractor's responsibility to enforce this requirement. Failure to do so is just cause for terminating this contract for default.

(REV 09/24/2014)

1.1.10 It is the Contractor's responsibility to assure ID Cards issued to employees, including subcontractors, are turned in to the Pass/ID Office by each individual employee when the employees work on this project is completed. All ID cards/badges that have been issued during the life of this contract must be/have been returned to the Pass/ID Office to out process at the completion of the project. The Contracting Officer will verify with the Pass/ID Office that all items have been returned prior to authorizing final payment on the contract.

1.1.11 Under no circumstance will a Contractor or any contractor employees or subcontractors use or transfer their ID card/badge to allow anyone else access to any area on Center. Failure to comply with the requirements of this section is a security violation, which could result in subsequent administrative action, including requiring the contractor to permanently remove from the project the employee committing the violation, and/or termination of the contract for default.

1.3 VEHICLE OPERATION:

1.3.1 DRIVING ON CENTER: Contractor shall obey all speed limits and traffic signs. Speed limit on Center is 25 MPH unless otherwise posted. Radar is used on Center. Disobeying traffic regulations may include a monetary fine, court appearance, or loss of driving privileges.

1.3.2 PARKING: Contractor vehicles will be parked only in lots or areas designated by the

Contracting Officer or designee. These areas will be discussed at the post award conference. The

Contracting Officer or designee shall also determine if it is necessary for such vehicles to be in other than designated locations, and then make necessary arrangements for additional parking. Vehicles left on Center overnight must be coordinated with the Contracting Officer or designee. Any vehicle left unattended on Center that contains working materials, tools, and personal items of value must be locked at all times. The Government will not be liable for any lost, stolen or damaged vehicles or items.

1.3.3 USE OF ALCOHOL AND ILLEGAL DRUGS: The use of illegal drugs is prohibited on

Federal property. Violators will be prosecuted.

1.3.4 WEAPONS ON CENTER: No weapon, either on one’s person or placed inside a privately-owned vehicle is allowed. If a weapon of any type is found, it will be confiscated and held as evidence. Having unauthorized weapons on Federal property is a felony, and violators will be prosecuted.

1.4 ACCIDENTS/THEFTS/DAMAGE TO GOVERNMENT OR PRIVATE PROPERTY: If any of these incidents occur, the Contractor shall notify the Contracting Officer or designee and a

Police Report will be initiated.

1.5 MATERIAL, DELIVERY AND RELEASE:

1.5.1 All commercial vehicles will enter and exit the Center through the James Road Gate access control point (ACP). Commercial vehicles include, but are not limited to, semi-trucks, box trucks, passenger busses, cargo vans, dump trucks and walk-in vans. All such vehicles entering the gate will be processed through an entrance security inspection point before continuing onto Center. Hours of operation are from 0530-1730 M-F, excluding holidays. The names of Contractor personnel responsible for the receipt of Contractor's material and equipment delivered to this Center and telephone numbers or location where they can be reached shall be made available to the Contracting

Officer or designee who will ensure the delivery is entered into the Visitor Notification System

(REV 09/24/2014)

(VNS). All receipts and shipments shall be handled through the James Road Gate. It is the responsibility of the Contractor to provide the personnel and equipment required to unload incoming materials, tools and equipment. Personal deliveries to DSCC Associates, tenant activities or contractors, i.e. pizza, flowers, are not authorized. Foreign national delivery truck operators must be processed in accordance with the same procedure as outlined in paragraph 1.1.1. Contract Officials will ensure that all vendors are provided ample notice of the requirements and restrictions in this enclosure to minimize conflicts when commercial vehicles or vendors arrive on Center. They will also ensure all contracts comply with the stipulations outlined in policy guidance. If procedural requirements have not been met then the driver will not gain access and be turned away

1.5.2 All deliveries, except perishable items, fuel, warehouse deliveries, construction materials, or items too large to be x-rayed will be sent directly to the Central Receiving Facility (CRF). Items will be screened and delivered by the government. Any items being shipped from a building on site must be picked up from the CRF.

1.5.3.Properly marked Contractor vehicles will be allowed to carry tools and equipment normally carried in or on the vehicle. All vehicles are subject to security inspection at any time to determine if materials and tools being used or carried are authorized. Loading of materials onto the vehicles is the responsibility of the Contractor.

1.6 SECURING EQUIPMENT, TOOLS AND SUPPLIES: Contractors are responsible for securing their own equipment, tools, supplies, etc., that are brought to the job site.