SP470214R0005.pdf

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair

1. SOLICITATION NUMBER

SP4702-14-R-0005

2. TYPE OF

SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

12 August 2014

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

52737108

6. PROJECT NUMBER

CSC-14707

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

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 218

11. The Contractor shall begin performance within __ten (10)___ calendar days and complete it within _150__ 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

10 September 2014 (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))

Solicitation SP4702-14-R-0005 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

PROJECT NO. CSC-14707

ARCHITECT/ENGINEER:

CONTRACTOR'S NAME:

4,000.0 L.F.

1,500.0 L.F.

3,000.0 L.F.

1,500.0 L.F.

1,000.0 S.Y.

12,000.0 S.Y.

1,000.0 S.Y.

12,000.0 S.Y.

14,500.0 S.Y.

88,000.0 S.Y.

3,750.0 S.Y.

2,000.0 S.Y.

16,200.0 S.Y.

4,700.0 S.Y.

130.0 M.S.F

800.0 M.S.F

35.0 M.S.F

20.0 M.S.F

150.0 M.S.F

40.0 M.S.F

1,600.0 C.Y.

9,700.0 C.Y.

500.0 C.Y.

300.0 C.Y.

1,900.0 C.Y.

500.0 C.Y.

Crack Repair to Roadway Crack Repair to Parking Lot

CRACK REPAIR

EMULSIFIED ASPHALT SLURRY SEAL - MAINTENANCE to Parking Lot Prepareation and Clean Pavement Surfaces for the Slurry Seal Applications

Application of Emulsified Ashpalt Slurry Seal Type 2 - 18 lbs Agg./SY, 2 coats

MILL AND OVERLAY, 2" ASPHALT PAVEMENT - REPAIR

MILL AND OVERLAY, 2" ASPHALT PAVEMENT - REPAIR to Parking Lot

Cold planing & cleaning, 2" Asphalt Pavement including crack repairs

Crack filling repair after 2" milling

Hauling asphalt pavement to outside landfill area by 12CY truck, 50mph ave., 40 mile route

Bldg 21 north Parking Lot including 14th, 15th , and 16th Blvd.

Bldg 507 East Parking Lot Bldg 47 Driveway

Roosevelt Lane 18th Blvd

Bldg 507 East Parking Lot Bldg 47 Driveway

Roosevelt Lane 18th Blvd

Bldg 20 Northwest Parking Lot

Bldg 47 Driveway Roosevelt Lane

18th Blvd

Bldg 20 Northwest Parking Lot Bldg 21 north Parking Lot including 14th, 15th , and

Bldg 20 Northwest Parking Lot Bldg 21 north Parking Lot including 14th, 15th , and

16th Blvd.

Bldg 507 East Parking Lot

MILL AND OVERLAY, 2" ASPHALT PAVEMENT - REPAIR to Roadway

Bldg. 20 South Parking Lot

Bldg. 22E - Driveway Bldg. 20 South Parking Lot

Profile grooving, asphalt pavement load & sweep, 1" deep & placing of backup material into the cracks that have a depth greater than 3/4 inch for medium cracks

(3/4" to 2" deep) Preparation for crack sealing by thoroughly clean the cracks using water-blasted and compressed air for small cracks (1/4" to 3/4" deep)

Profile grooving, asphalt pavement load & sweep, 1" deep & placing of backup material into the cracks that have a depth greater than 3/4 inch for medium cracks

(3/4" to 2" deep)

Bldg. 22E - Driveway

Repair to Roadways

Repair to Parking Lots

Repair to Roadways

Repair to Parking Lots

Repair to Roadways

WBS

Category

Repair to Roadways

Repair to Parking Lots

Maintenance to Parking

Lot

Repair to Parking Lots

Preparation for crack sealing by thoroughly clean the cracks using water-blasted and compressed air for small cracks (1/4" to 3/4" deep)

ITEM DESCRIPTION

DETAIL COST

TOTAL COSTNO. OF

UNITS

UNIT OF

MEASURE

COST PER

UNIT TOTAL

CONTRACTOR

OVERHEAD,

PROFIT, AND

BOND (%)

CONSTRUCTION BID SHEET

PROJECT TITLE: M&R To Pavement, FY14, DSCC Wide

DRAWING NO. 5-407

SP4702-14-R-0005

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SECTION B

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WBS

Category ITEM DESCRIPTION

DETAIL COST

TOTAL COSTNO. OF

UNITS

UNIT OF

MEASURE

COST PER

UNIT TOTAL

CONTRACTOR

OVERHEAD,

PROFIT, AND

BOND (%)

130.0 M.S.F

800.0 M.S.F

35.0 M.S.F

20.0 M.S.F

150.0 M.S.F

40.0 M.S.F

14,500.0 S.Y.

88,000.0 S.Y.

25,625.0 S.Y.

3,750.0 S.Y.

2,000.0 S.Y.

16,200.0 S.Y.

4,700.0 S.Y.

Repair 14,925.00 C.Y.

Repair 500.00 C.Y.

20.0 L.F.

20.0 L.F.

1.0 Ea.

20,000.0 L.F.

15,000.0 S.F.

150.0 S.F.

150.0 L.F.

80,000.0 L.F.

3,000.0 S.F.

250.0 S.F.

100.0 L.F.

50.0 Ea.

Subtotal - Roadway Repair

Subtotal - Roadway Maintenance

SUBTOTAL - ALL

Subtotal - Parking Lot Maintenance

Subtotal - Parking Lot Repair

Tack coat, emulsion, 0.15 gal per SY prior to install new hot-mix asphalt pavement

Hauling new asphalt to installation by 12CY truck, 50mph ave., 40 mile route

DRAINAGE REPAIR - Repair to Parking Lot

PAVEMENT MARKING - DSCC WIDE

PAVEMENT MARKING - Maintenance to Parking Lot PAVEMENT MARKING - Maintenance to Roadway

Arrows Stop Bar 8" wide Handicap symbol

White or yellow 4" wide Gore Lines

Arrows Stop Bar 8" wide

White or yellow 4" wide Gore Lines

Trench Excavation including Mobilization Trech Backfill and Corrugated Pipe

Demo exisitng curb, and Install new curbe inlet and adjacent curb and concrete repair

Roosevelt Lane 18th Blvd

All locations - Parking Lot All locations - Roadway

Bldg 20 Northwest Parking Lot Bldg 21 north Parking Lot including 14th, 15th , and

16th Blvd.

Additional Ashpalt for Bldg 20NW and 21 N Parking

Lot for Drainage repair Bldg 507 East Parking Lot

Bldg 47 Driveway including 2" Binder Course at NE corner

Install new Plant-mix Asphalt Pavement, 2" THK Wearing Course

Bldg 20 Northwest Parking Lot Bldg 21 north Parking Lot including 14th, 15th , and

16th Blvd.

Bldg 507 East Parking Lot

Bldg 47 Driveway Roosevelt Lane

18th Blvd Repair to Roadways

Repair to Parking Lots

Repair to Roadways

Repair to Parking Lots

Maintenance to Roadway

Maintenance to Parking

Lot

Repair to Parking Lots

NOTES:

- THE QUANTITY OF EACH ITEM HEREIN ARE INFORMATION ONLY.

- CONTRACTOR SHALL VERIFY ALL ITEMS AND QUANTIES TO COMPLETE ALL

REQUIRED WORK INCLUDING BUT NOT LIMITED TO TRAFFIC CONTROL, SUPPORTING

EQUIPMENTS, AND LABOR, ETC.

SP4702-14-R-0005

C003310 Typewritten Text

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SECTION B

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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)

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

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

SECTION G. . . . . . . . . Contract Administration Data (Not Applicable)

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. . . 195

SECTION L. . . . . . . . . . Instructions, Conditions and Notices to Offerors

SECTION M. . . . . . . . . Evaluation Factors for Award

Attachment 1 DOL Wage Rate Determination

Attachment 2 Drawings 5-407, 19 Sheets

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 .

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

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

( ) More than $10,000,000.

DESCRIPTION OF WORK:

This project consists of providing asphalt pavement maintenance and repair measures by utilizing

Sealing of Cracks, Emulsified Asphalt Slurry Seal, Cold Milling and Resurfacing, 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. Additionally, drainage curb inlet shall be installed at the driveway located in north of Bldg. 47.

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 the specifications for Project CSC-14707 and Contract Drawing No. 5-407 subject to the terms and provisions of this contract. This section of the specifications is applicable to all other sections herein.

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 OH140002 dated 07/18/2014 OH2 No. of Pages 40 (attached).

SCOPE OF WORK

FOR

M & R TO PAVEMENT

PROJECT CSC-14707

DEFENSE SUPPLY CENTER COLUMBUS

3990 EAST BROAD STREET

COLUMBUS, OHIO 43218-5000

February 2014

SECTION TABLE OF CONTENTS PAGES

Section 00003 General Requirements and Scope of Work 3

Section 01 33 00 Submittals 9

Section 01 33 29 Leed (TM) Documentation 3

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

Section 03 30 00.00 10 Cast-In-Place Concrete 30

Section 31 23 00.0020 Excavation and Fill 15

Section 32 01 13.00 Emulsified Asphalt Slurry Seal 11

Section 32 01 16.17 Cold Milling of Bituminous Pavements 3

Section 32 01 17.16 Sealing of Cracks in Bituminous Pavements 7

Section 32 12 10 Bituminous Tack and Prime Coasts 6

Section 32 12 17 Hot Mix Bituminous Pavement 20

Section 32 17 23.00 Pavement Markings 9

Section 33 40 00 Storm Drainage Utilities 23

Section 00003 Page 1 of 3 7/11/2014

SECTION 00003

GENERAL REQUIREMENTS AND SCOPE OF WORK

01/09

1.1 GENERAL:

This project consists of providing asphalt pavement maintenance and repair measures by utilizing Sealing of Cracks, Emulsified Asphalt Slurry Seal, Cold Milling and Resurfacing, 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. Additionally, drainage curb inlet shall be installed at the driveway located in north of

Bldg. 47.

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. 5-407 subject to the terms and provisions of this contract. This section of the specifications is applicable to all other sections herein.

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 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 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.

Section 00003 Page 2 of 3 7/11/2014

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 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.

1.5.3 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.

1.6 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 Contractor’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 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. 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 84), 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

Section 00003 Page 3 of 3 7/11/2014 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 84). 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.

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 –

M&R To Pavement CSC-14707

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

01/10

PART 1 GENERAL

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications;

warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Materials shall be picked up and disposed of in accordance with manufacturer's

Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed commencing work on site. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules, Construction Phases or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

Certificates of insurance

Surety bonds

List of proposed subcontractors

List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality control (QC) plan

SECTION 01 33 00 Page 2

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams, work plans, Maintenance of Traffic (MOT) plan, and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements.

Report which includes findings of a test required to be performed by the

Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

SECTION 01 33 00 Page 3

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

SECTION 01 33 00 Page 4

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2 SUBMITTALS

Government approval is required for submittals. Submit the following in accordance with this section.

1.3 PREPARATION

1.3.1 Identifying Submittals

When submittals are provided by a lower tier contractor the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

e. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

f. Product identification and location in project.

1.3.2 Format for SD-02 Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

SECTION 01 33 00 Page 5

b. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

c. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

d. Include the nameplate data, size and capacity on drawings.

1.3.3 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

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.

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.

1.3.4 Format of SD-04 Samples

All samples of materials shall be properly identified and labeled ready identification

1.3.5 Format of SD-05 Design Data and SD-07 Certificates

Each certificate required for demonstrating proof of compliance of materials with specification requirements shall be signed by an official authorized to certify in 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.

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

SECTION 01 33 00 Page 6 manufacturer's standards will be acceptable evidence of such compliance.

1.3.6 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Indicate specification number and paragraph number to which it pertains.

1.3.7 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

b. Provide all dimensions in administrative submittals in metric.

Where data are included in preprinted material with English units only, submit metric dimensions on separate sheet.

1.4 VARIATIONS / SUBSTITUTION REQUESTS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.4.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the

Government.

1.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting

Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.5 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

SECTION 01 33 00 Page 7 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.

1.6 Approval Procedures

One (1) copy of each drawing or item submitted, requiring Contracting

Officer or their authorized representative approval action, will be returned to the Contractor within 14 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 or their authorized representative within 7 days. No work shall be started nor shall any materials be ordered until the Contracting Officer or their authorized representative 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.

1.6.1 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.6.2 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal. Approval or acceptance 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 the satisfactory construction of all work. After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of

SECTION 01 33 00 Page 8 substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.7 WITHHOLDING OF PAYMENT

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

SECTION 01 33 00 Page 9

SECTION,

PARAGRAPH

TABLE 1

SUBMITTAL ITEM REQUIRED

C

A

T

A

L

O

G

U

T

S

E

C

H

N

I

C

L

D

R

F

M

P

L

I

A

N

M

P

L

L

E

C

T

I

O

N

I

S

T

R

U

C

T

I

M

N

U

A

F

E

Y

D

W

I

R

I

N

G

D

I

A

G

R

A

M

H

T

P

O

R

T

S

00003, 1.5 CONTRACTOR QUALIFICATIONS X

00003, 1.6 SUMMARY OF OPERATIONS AND PROCEDURES X

00003, 1.6 SCHEDULE OF OPERATIONS AND PROCEDURES X

00003, 1.7 DAILY ACTIVITY REPORTS X

00003, 1.8 INTERRUPTIONS OR UTILITIES X

00003, 1.9 RECORD DRAWINGS X

312300,1.3 SHORING AND SHEETING PLAN X X

312300,1.3 TEST REPORTS X X

320113, 1.2.1 PRODUCT DATA X

320113, 1.2.3 SLURRY SEAL JOB MIX FORMULA X

320113, 1.2.4 TEST RESULTS X X

320113, 1.2.5 WORK PLAN X

320116.17, 1.4 PRODUCT DATA – SEALANT AND BACKER RODS X

320116.17, 1.4 SAMPLE – BACKER RODS X X X

320116.17, 1.4 TEST REPORTS - SEALANT X X

321210, 1.4 PRODUCT DATA – TACK COAT MATERIAL X

321210, 1.4 TEST REPORTS X X X

321217, 1.2 DESIGN DATA X X

321217, 1.2 TEST REPORTS X X

321217, 1.2 CLOSE OUT DOCUMENTS X

321723, 1.2 PRODUCT DATA X

321723, 1.2 TEST REPORTS X X

321723, 1.2 CERTIFICATES X X

321723, 1.2 MANUFACTURER’S INSTRUCTIONS X X X X X

334000, 1.3 PLACING PIPE X X

334000, 1.3 SAMPLES X X

334000, 1.3 CERTIFICATES X X

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

FORM APPROVED

BUREAU OR BUDGET NO. 22-0252

TO: (Contracting Officer)

FROM: (Contractor) DATE

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

NEW RESUBMITTAL

PREVIOUS SUBMISSION NUMBER PROJECT NUMBER

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION SECTION/PARA

NO./DRAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Catalog Number, Mfg., Etc.)

APPROVED

DIS-

APPROVED

SEE

REVERSE

INITIAL

TYPED OR PRINTED NAME AND GRADE/RANK

SIGNATURE DATE

FOR GOVERNMENT USE ONLY

TO: (Base Civil Engineering Officer)

For Evaluation and Action.

TYPED OR PRINTED NAME AND GRADE/RANK SIGNATURE DATE

TO: (AF Contracting Officer)

Recommended Approval

Disapproval as Indicated Above and Subject to Any Applicable Comments on the Reverse Side.

TO: (Contractor)

Approved Disapproved as Indicated Above and Subject to Any Applicable Comments on the Reverse Side. Request Resubmittal on Disapproved Items Within __________ Days of Date

Shown Below.

AF FORM 3000 REPLACES AFP1 FORM 1, JUL 87. WHICH WILL BE USED UNTIL EXHAUSTED.

COMMENTS

(Number to Correspond with Applicable Item Number on Reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by Contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and Samples of Materials to the

Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed and provided to the Contracting

Officer with appropriate attachments.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No." This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmission will be indicated in the appropriate block and the insertion of previous submission number and date in addition to a new submission number. A single submission should be used for all work of a section of the specifications but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the Contracting Officer. This approval is required as called for by the Contracting Officer under the terms of this contract.

Section 01 33 29 Page 1

SECTION 01 33 29

LEED(TM) DOCUMENTATION

02/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED (2002; R 2005) Leadership in Energy and

Environmental Design(tm) Green Building

Rating System for New Construction (LEED-NC)

LEED Reference Guide (2005) LEED-NC Reference Guide for New

Construction

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

LEED Implementation Plan; G

SD-11 Closeout Submittals

LEED Documentation Notebook; G

1.3 DESCRIPTION

This project has been designed for, and shall be developed for a sustainable rating of silver in accordance with LEED Version 2009. Table 1 (see paragraph Table) identifies the LEED credit items that are designed into or otherwise required for this project. No variations or substitutions to the

LEED credits identified for this contract shall be allowed without written consent from the Contracting Officer. Should there be a case where there is any problem meeting the full requirements of a LEED credit identified for this project in Table 1, the Contractor must bring this to the attention of the Contracting Officer or designee immediately.

1.3.1 Credit Validation

This project will not be registered with USGBC for validation of credits earned. Validation of credits earned will be accomplished by the

Government. Content of all construction documentation must be in accordance

Section 01 33 29 Page 2 with the LEED Reference Guide requirements for supporting data required and must use LEED Letter Templates, which shall be obtained by Contractor at

Contractor's expense. Design phase LEED documentation will be provided separately by others.

1.3.2 Contractor Responsibilities

Some LEED credits are inherent in the design provided and require no further submittal or documentation. For these credits, the Contractor notify the

Contracting Officer or designee in advance of selection of any specified material or use of any permissible construction methods that may result in a deviation from the LEED designer intent. Some LEED credits involve material selection and are generally identified within the technical sections with the notation "LEED," though not specifically identified in all occurrences.

Some LEED credits are dependent on construction practices.

All LEED credits identified in Table 1 not inherent in the design provided shall be documented by the Contractor. Table 1 provides a general summary of applicable credits. Detailed submittal requirements are contained in the

LEED Reference Guide and in the technical sections.

In all cases where a material, product, or execution requirement is identified by "LEED" in the contract documents, additional data or certificates shall be submitted with the individual component or process validating the material or component to the respective LEED credit item.

These additional data or certificates shall be separable from the other submitted data and a copy shall be included in the LEED Documentation

Notebook in addition to the distribution indicated in the submittal register.

1.4 REQUIREMENTS

LEED credits as identified in Table 1 shall be incorporated and documented as required by the Contract documents and in full compliance with the LEED

Reference Guide. LEED credits not identified elsewhere in the Contract documents and those requiring further instruction are specified below.

Refer to the LEED Reference Guide for further definitions and requirements.

1.4.1 Materials and Resources Credit 3, Materials Reuse

Project goal is that a minimum of 5 percent (by dollar value) of materials and products for the project are salvaged, refurbished, or reused materials and products.