SP470216R0022.pdf

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER

SP4702-16-R-0022

2. TYPE OF SOLICITATION

NEGOTIATED (RFP)

3. DATE ISSUED

15 JULY 2016

OF 294

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

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER

64003169

6. PROJECT NUMBER

CSC-16720 M & R to Pavement

7. ISSUED BY CODE SP4702 8. ADDRESS OFFER TO

DEFENSE SUPPLY CENTER, COLUMBUS

ATTN: DCSO-C

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

For Courier Services, offers must be address to:

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

DLA CONTRACTING SERVICES OFFICE, COLUMBUS

ATTN: DCSO-C

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

9. FOR INFORMATION

CALL:

a. NAME

Barbara Ann Bocsy

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)

SEE TABLE OF CONTENTS PAGE 5 0F 294

11. The contractor shall begin performance within 10 calendar days and complete it within 180 calendar days after receiving award, notice to proceed. This performance period is mandatory negotiable.

(See (See Clause (FAR 52.211-10 ).

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

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

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

12b. CALENDAR DAYS

a. Sealed offers in original and 1 copies to perform the work required are due at the place specified in Item 8 by 1:00 PM (hour) local time 15 August 2016 (date). If this is a sealed bid solicitation, offers will be publicly opened at that 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 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

AMOUNTS

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

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

CODE FACILITY CODE

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 to or greater than the minimum requirement stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT

NUMBER

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

21. ITEMS ACCEPTED:

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to 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

BY

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

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. 3304(a) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BY

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- 16720 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- 421 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-16720, 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

Storm Pipe Utility Repair - includes all work

Roadway New Construction - includes all work annotated on Construction Cost Estimate Sheets annotated with Fund Category WBS-0006

Parking Lot New Construction - includes all work annotated on Construction Cost Estimate Sheets annotated with Fund Category WBS-0007

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

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 (Not Applicable). . . . . . . . . . . . . . . . . . . . N/A

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

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

SECTION J. . . . . . . . . . List of Documents, Exhibits, and Other Attachments (Not Applicable).. N/A

SECTION

K

Representations, Certifications, and Other Statements of Offerors. . . 270

L

Instructions, Conditions and Notices to Offerors

M

Evaluation Factors for Award

Attachment 1 DOL Wage Rate Determination, 41 pages

Attachment 2 Drawing 5-421 12 pages

Attachment 3 Construction Cost Estimate

Attachment 4 Eng Form 4025-R

Attachment 5 Excavation Permit

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:

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-16720 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. 5-421 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 OH160002 dated 06/17/2016 No. of Pages 41 (attached).

SCOPE OF WORK

FOR

M & R TO PAVEMENT

PROJECT CSC-16720

DEFENSE SUPPLY CENTER COLUMBUS

3990 EAST BROAD STREET

COLUMBUS, OHIO 43218-5000

May 2016

SECTION TABLE OF CONTENTS PAGES

Section 01 31 13 General Requirements and Scope of Work 5

Section 01 33 00 Submittal Procedures 17

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

Section 01 45 00.10 20 Quality Control for Minor Construction 13

Section 01 78 00 Closeout Submittals 11

Section 01 78 23 Operationd and Maintenance Data 21

Section 02 41 00 Demolition and Deconstruction 9

Section 03 30 00 Cast in Place Concrete 26

Section 31 23 00 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 Base Course 11

Section 32 12 10 Bituminous Tack and Prime Coasts 6

Section 32 12 17 Hot Mix Bituminous Pavement 19

Section 32 17 23.00 Pavement Markings 15

Section 32 92 19 Seeding 9

Section 33 40 00 Storm Drainage Utilities 22

Section 01 31 13 Page 1 of 4 7/14/20167/13/2016

SECTION 01 31 13

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, Cold Milling and Resurfacing, 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 Scope 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. 5-421 subject to the terms and provisions of this contract. This section of the specifications is applicable to all other sections herein.

General Crack Filling Maintenance:

Center-wide preventive pavement maintenance to be performed on newly developed pavement cracks on “Fair” or “Good” condition pavement based on ASTM PCI (Pavement Condition Index).

Areas with 2-inch Mill and Overlay:

10th Blvd – Repair damaged pavement and poor drainage

17th Blvd – Repair damaged pavement and poor drainage

Foyle Ave – Repair damaged pavement and poor drainage

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

Foyle Avenue North – Foyle North is a major artery connects James Road Gate (Truck Gate) and Ohio National Guard RTIC and Armed Forces Training 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 internal damages including complete collapsing, longitudinal and circular cracks during 2009/2010 inspection.

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

Foyle Avenue – In addition to pavement and storm drainage repairs, new sidewalk will be constructed along the northeast side and southwest side of the roadway to accommodate increased pedestrian traffic. This section of the roadway, there is no sidewalk for foot traffic on either side of the roadway, and it has been identified as unsafe are for pedestrians.

10th Blvd – In addition to pavement and storm drainage repairs, existing parking area pavements adjacent to 10th Blvd will be widened along the west side of the roadway to accommodate increased semi-truck delivery.

Section 01 31 13 Page 2 of 4 7/14/20167/13/2016

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: SEE SOLICITATION SECTION L .

1.5.1 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.

1.5.2 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.

1.5.3 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 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

Section 01 31 13 Page 3 of 4 7/14/20167/13/2016 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 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 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.

Section 01 31 13 Page 4 of 4 7/14/20167/13/2016

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 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The engineering representative 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.

Contractor's Quality Control (CQC) System Manager and the Designer of Record, if applicable, to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. 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. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".

1.2 DEFINITIONS

1.2.1 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 start of construction (work), commencing work on site or the start of the next major phase of the construction on a multi-phase contract, includes schedules, 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.

Certificates of insurance

Surety bonds

SECTION 01 33 00 Page 2

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Submittal register

Schedule of values

Health and safety plan

Work plan Contractor Quality Control(CQC) plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams 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.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

SECTION 01 33 00 Page 3

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. Unless specified in another section, testing must have been within three years of date of contract award for the project.

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.

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 document purpose is to further promote the 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 (MSDS)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 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

SECTION 01 33 00 Page 4 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.

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.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (GA)

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.

Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4.2 For Information Only (FIO)

Submittals not requiring Government approval will be for information only.

For Design-build construction all submittals not requiring Designer of

SECTION 01 33 00 Page 5

Record or 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.

1.5 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.5.1 Submittals Required from the Contractor

As soon as practicable after award of contract, and before procurement of fabrication, forward to the engineering and the contracting offices submittals required in the technical sections of this specification, including shop drawings, product data and samples.

The engineering representative will review and approve for the Contracting Officer those submittals reserved for Contracting Officer approval to verify submittals comply with the contract requirements.

1.5.1.1 O&M Data

The Facility Engineering Representative will review and approve for the Contracting Officer O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.6 PREPARATION

1.6.1 Transmittal Form

Use the transmittal form ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. This form may be provided upon request or is available at the USACE Publications website:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerFo rms/Eng_Form_4025-R.pdf

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6.2 Identifying Submittals

When submittals are provided by a Subcontractor, 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.

SECTION 01 33 00 Page 6

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

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

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

h. Product identification and location in project.

1.6.3 Format for SD-02 Shop Drawings

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.

Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings.

Identify materials and products for work shown. Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

Submit drawings PDF format.

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

Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist.

Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication

SECTION 01 33 00 Page 7 references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the engineering representative. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

Submit manufacturer's instructions prior to installation.

1.6.5 Format of SD-04 Samples

Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified.

Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the

SECTION 01 33 00 Page 8 variation.

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

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

Provide design data and certificates on 8 1/2 by 11 inches paper.

Provide a bound volume for submittals containing numerous pages.

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

Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

Indicate by prominent notation, each report in the submittal. Indicate specification number and paragraph number to which it pertains.

1.6.8 Format of SD-10 Operation and Maintenance Data (O&M)

Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format.

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

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.

1.6.10 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.6.10.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

SECTION 01 33 00 Page 9

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.6.11 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the engineering representative. Electronic files must be of sufficient quality that all information is legible. Electronic format shall be in PDF, unless otherwise specified or directed by the engineering representative. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the engineering representative. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/.

Provide hard copies of submittals when requested by the engineering representative. Up to six additional hard copies of any submittal may be requested at the discretion of the engineering representative, at no additional cost to the Government.

SECTION 01 33 00 Page 10

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

Submit two copies of submittals of shop drawings requiring review and approval only by QC organization.

1.7.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.7.3 Number of Samples SD-04 Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.7.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.7.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.7.6 Number of Copies of SD-10 Operation and Maintenance Data

Submit two copies of O&M Data to the engineering representative for review and approval.

1.7.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit two sets of administrative submittals.

1.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so

SECTION 01 33 00 Page 11 prescribe.

1.9 VARIATIONS

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

1.9.1 Considering Variations

Discussion with Contracting Officer and engineering representative prior to submission, after consulting with the engineering representative, 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.

1.9.2 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, including the engineering representative’s written analysis and approval. 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.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.9.3 Warranting that Variations are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.9.4 Review Schedule is Modified

An additional review period will be allowed for consideration by the Government of submittals with variations.

1.10 SUBMITTAL REGISTER AND DATABASE

Prepare and maintain submittal register, as the work progresses. Use electronic submittal register. Upon request the Government may provide the initial submittal register in electronic format. This list may not be all inclusive and additional submittals may be required. The following fields will be used:

Column (Specification Section): Lists specification section in which submittal is required.

SECTION 01 33 00 Page 12

Column(s) (SD # and SD Description): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (Paragraph #): Lists one principal paragraph in specification section where a material or product is specified.

This listing is only to facilitate locating submitted requirements. Do not consider entries in this column as limiting project requirements.

Column (Approving Authority): Indicate approving authority for each submittal.

1.10.1 Use of Submittal Register

Submit submittal register as an electronic database. Submit with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:

Column (Activity Number): Activity number from the project schedule.

Column (Contractor Submit Date): Scheduled date for approving authority to receive submittals.

Column (Contractor Approval Needed Date): Date Contractor needs approval of submittal.

Column (Contractor Material Needed Date): Date that

Contractor needs material delivered to Contractor control.

1.10.2 Contractor Use of Submittal…