SP4702-18-R-0524.pdf

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 required in performing all operations in conjunction with this project complete, in strict accordance with these specifications and Contract Drawing No.

5-426 (17 Sheets) subject to the terms and provisions of this contract. Contractor shall perform the following work to complete this project.

TERM OF CONTRACT

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

ALL CLIN PRICING SHALL BE INCLUSIVE OF OVERHEAD, PROFIT AND BONDING

COSTS. SUB-CLINS 0001AA THROUGH 0001AT MUST TOTAL THE DOLLAR AMOUNT

ENTERED AS CLIN 0001 TOTAL AMOUNT.

OFFER FOR SERVICES

CONRACT

LINE TEM

NO.(CLIN)

SUPPLIES/SERVICES QUANTITY UNIT TOTAL AMOUNT

CSC-17702 M&R to Pavement FY17

0001 ALL WORK ASSOCIATED WITH PROJECT

REQUIREMENTS. Bldg.2 North Parking Lot, Bldg.

2 South Parking Lot, AFRC Driveway, Bldg. 17 West Parking Lot, Bldg. 21A North Parking Lot- Drainage Improvements, Bldg. 21 West Parking Lot, Bldg. 30 South Side- Extension of Truck Turning Pads, Bldg. 43 North & South Parking Lots, Recreational Field Parking Lot, Bldg. 92 North Parking Lot, Bldg. 201 E Parking Lot, Bldg. 305 (Salt Dom) Driveway, Bldg. 308 East Parking Lot, Bldg. 507 Golf Cart Path to Perimeter Service Road, “A” Street East Part, “B” Street West Part, “C” Street West Part, “D” Street between 1st & 5th Avenues, 16th Blvd incl. Drainage Improvements, Re-stabilize FMS Yard, Renovation of Vehicle Guide Rails at Foyle Avenue

1 JOB $

0001AA Bldg.2 North Parking Lot

0001AB Bldg. 2 South Parking Lot

0001AC AFRC Driveway

0001AD Bldg. 17 West Parking Lot

0001AE Bldg. 21A North Parking Lot-Drainage Improvements

SP4702-18-R-0524

0001AGF Bldg. 21 West Parking Lot

0001AG Bldg. 43 North & South Parking Lots

0001AH Recreational Field Parking Lot

0001AI Bldg. 92 North Parking Lot

0001AJ Bldg. 201 E Parking Lot

0001AK Bldg. 305 (Salt Dom) Driveway

0001AL Bldg. 308 East Parking Lot

0001AM Bldg. 507 Golf Cart Path to Perimeter Service Road

0001AN “A” Street East Part

0001AO “B” Street West Part

0001AP “C” Street West Part

0001AQ “D” Street between 1st & 5th Avenues

0001AR 16th Blvd incl. Drainage Improvements

0001AS Re-stabilize FMS Yard

0001AT Renovation of Vehicle Guide Rails at Foyle Avenue

ALL WORK ASSOCIATED WITH THE Bldg. 30 South Side- Extension of Truck Turning Pads

JOB

For this contract WAWF will only display CLINS 0001 and 0002 for billing purposes. Sub- CLINS 0001AA through 0001AT are for funds tracking purposes only.

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.

mailto:matthew.foreman@dla.mil

SEE SECTION L – FAR 52.236-27 SITE

VISIT (CONSTRUCTION) FOR SITE

VISIT INFORMATION. SITE VISIT IS

MNDATORY FOR THIS

REQUIREMENT.

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. . .

L

Instructions, Conditions and Notices to Offerors

M

Evaluation Factors for Award

Attachment 1 Drawing 5-426 (17 pages)

Attachment 2 DOL Wage Rate Determination, (45 pages)

Attachment 3 Construction Cost Estimate

Attachment 4 Eng Form 4025-R

Attachment 5 Excavation Permit

Attachment 6 Eng. Form 93 dated 2014 March

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 required in performing all operations in conjunction with this project complete, in strict accordance with these specifications and Contract Drawing No. 5-426 (17 Sheets) 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 OH180002 07/13/2018 OH2 No. of Pages 45 (attached).

Common Access Card (CAC) Procedures

Performance under this contract may require the contractor to obtain a Common Access Card (CAC). If CACs are issued under this contract, the contractor shall complete and comply with the following steps to obtain, control, and turn-in Government-issued CACs, as well as establish procedures to control and account for contractor CACs at all times. This process is only for the issuance and accountability of CACs. Contractors may be required to provide additional forms and follow additional procedures for other forms of access and/or background/security checks depending on local site/installation requirements.

1. The contractor has each contractor employee requiring a CAC complete and sign Sections I and II of the DD Form 1172-2. The instructions for completing the DD Form 1172-2 are located at http://www.cac.mil/docs/1172-2-Instructions.pdf.

o For Section II, Block 22 - If the contractor employee signs and the DD Form 1172-2 it is then forwarded by the contractor. This provides verification for the employee information. If the contractor is submitting a DD Form 1172-2 for him/herself (e.g., the owner), with no higher authority above them for verification, In the signature in Block 22 must be notarized to verify identity.

2. The contractor forwards the DD Form(s) 1172-2 via hand-carry, secure mail, or encrypted email to (NOTE: The contractor may forward these forms individually or as a group):

o The Contracting Officer’s Representative (COR) for the contract, if a COR was designated.

o The Contracting Officer (CO) for the contract, if no COR was designated.

3. Each contractor employee must verify his/her account information upon receipt of an email from the Government containing a username and password for the Trusted Associate Sponsorship System (TASS). The web link for TASS is included in the email.

4. Each contractor employee will receive an email via TASS when his/her account has been approved. The email will notify the employee to obtain a Government-issued CAC from the nearest Real-Time Automated Personnel Identification System (RAPIDS) office. The email will also provide a link that identifies the locations of RAPIDS offices.

5. Each contractor employee shall obtain his/her issued CAC from the RAPIDS office.

6. The contractor, within one (1) business day of issuance, provides written notice via email to the COR (or the CO, if no COR was designated) for each contractor CAC issued identifying the contractor employee’s name, the date of issuance, and the date of expiration of the CAC. This notification may be made individually for each contractor employee or together for a group of contractor employees.

7. The contractor establishes procedures to control and account for Government-issued contractor CACs at all times, to include the following:

o Ensure contractor CACs issued for this contract are only used for the purpose of performing under this contract.

o Ensure contractor CACs are secured in a manner that precludes unauthorized use nd that recognizes the CAC is the property of the U.S. Government.

o Ensure contractor employees do not abuse or place holes in their CACs.

o Ensure contractor employees do not display their CACs in public.

8. If a contractor CAC is lost or stolen:

o The contractor employee shall immediately notify the contractor that the contractor CAC has been lost or stolen.

o The contractor shall immediately notify the COR (or the CO, if no COR was designated), detailing the circumstances regarding the lost or stolen contractor CAC, as follows:

• In person, followed within one (1) business day by a written notice via email, or

• In writing, via email, or

• By telephone, followed within one (1) business day by a written notice via email.

o The contractor shall report the lost or stolen CAC card to the local DLA Police/host installation police, who will provide the contractor a police report.

If there is no local DLA Police/host installation police, or no police report is provided, the contractor shall provide information to the COR/CO, as applicable, detailing the circumstances of how the CAC was lost or stolen. The COR/CO will provide a memorandum for the contractor employee to support issuance of new CAC.

o The contractor has the contractor employee bring the report/memorandum to the nearest RAPIDS office. If the CAC can be reissued within 24 hours, bring the report/memorandum to the nearest CAC office for reissue. If the CAC cannot be reissued in 24 hours, follow the steps for a new CAC, beginning at Step 1.

9. If the expiration date for a contractor CAC is prior to completion of the contract and The contractor employee is to continue working under the contract and still requires a CAC, the contractor:

o Notifies the COR as follows:

• In person, followed within one (1) business day by a written notice via email, or

• In writing, via email, or

• By telephone, followed within one (1) business day by a written notice via email o No less than two (2) weeks prior to the current CAC’s expiration date, completes and complies with the steps above beginning with Step 2 for issuance of a new contractor CAC for the employee.

o Brings the expiring CAC to the RAPIDS office for turn-in and receives new

CAC.

o Notifies the COR once a new CAC has been issued.

10. The contractor/contractor employee turns in any found CACs immediately, via handcarry, to the nearest Federal law enforcement office.

11. The contractor immediately collects all contractor CAC(s) from the contractor employee(s) at:

o Contract completion or termination o Termination/Reassignment of an employee (this includes any reason the employee is no longer working for the contractor under the contract or otherwise no longer requires a CAC)

12. The contractor:

o For contract completion or termination – within one (1) business day after collecting the contractor CAC(s), arranges for turn-in via one of the below methods:

i. If the COR/CO is co-located or near enough that in-person transfer of CACs can be arranged, the contractor:

• Arranges to meet the COR (or the CO, if no COR was designated) to turn-in the collected contractor CAC(s).

• Hand-carries all collected contractor CACs for turn-in to meet the

COR (or the CO, if no COR was designated).

• Completes and signs the Government-Issued Contractor CAC

Turn-In Receipt with the COR (or the CO, if no COR was designated). The contractor is provided a copy of the receipt.

ii. If in-person transfer of CAC cannot be arranged, the contractor:

• Sends, via certified mail, the CACs to the COR/CO. The contractor includes in the package the Government-Issued Contractor CAC Turn-In Receipt, with signed acknowledgement of contractor turn-in.

• Notifies COR/CO that CACs have been sent via certified mail.

• Receives a completed copy of the receipt from the COR/CO once the COR/CO has received the CACs.

o For termination/reassignment of an employee:

i. Immediately notifies the COR (or the CO, if no COR was designated) that the employee is no longer working for the contractor under the contract or otherwise no longer requires a CAC, as follows:

• In person, followed within one (1) business day by a written notice via email, or

• In writing, via email, or

• By telephone, followed within one (1) business day by a written notice via email.

ii. Follows the turn-in procedures above for contract completion or termination, as applicable.

Contractor Reporting Requirements: The contractor is required to submit, on a monthly basis, to the COR (or the CO, if no COR was designated) a report of all employees working on the contract who have been issued CAC cards and a verification of whether each listed employee still requires a CAC. The report must note where changes have occurred (additions or deletions) since the previous month. Contractor employees who already have a CAC related to another DLA or DoD contract must be included in the monthly report. Contractor shall note the issuing organization and the CAC expiration date. Contractor is still responsible for notifying the COR/CO when the individual is no longer working under the subject contract.

The above procedures have been established as a DLA security measure. Contractors are advised that failure to comply with any of the above requirements will be considered a violation of the terms and conditions of the contract and the Contracting Officer may take action to remedy such violations. Specifically, failure to safeguard, follow these procedures, including reporting requirements, or turn-in CACs within the established timeframes may result in the following actions, which are in addition to other actions the Contracting Officer may take under governing law and regulation and the terms and conditions of the contract:

• Immediate work stoppage (issuance of a stop work order), not to be lifted until resolution of CAC issue

• Disapproval of invoices and delay of payment

• Withholding of final payment (in accordance with FAR 52.204-9)

• Documentation of CAC Non-Compliance in the Contractor Performance

Assessment Reporting System (CPARS)

TECHNICAL SPECIFICATIONS

TO

M & R TO PAVEMENT FY18

DEFENSE SUPPLY CENTER COLUMBUS

3990 EAST BROAD STREET

COLUMBUS, OHIO 43218-3990

PROJECT CSC-18723

MARCH 2018

LIST OF CONTENTS

DIVISION 01- GENERAL REQUIREMENTS

Section 01 20 00.00 20 Price and Payment Procedures 1 to 4

Section 01 31 13 General Requirements & Scope of Work 1 to 7

Section 01 33 00 Submittal Procedures 1 to 19

Submittal Register 1 to 4

Section 01 35 26 Governmental Safety Requirements 1 to 30

Section 01 35 31 Security, Safety & Fire Provisions 1 to 18

Section 01 45 00.10 20 Quality Control for Minor Construction 1 to 11

Section 01 57 19 Temporary Environmental Controls 1 to 30

Section 01 74 19 Construction and Demolition Waste Management 1 to 7

Section 01 78 00 Closeout Submittals 1 to 12

Section 01 78 23 Operation and Maintenance Data 1 to 15

DIVISION 02- EXISTING CONDITIONS

Section 02 4100 Demolition and Deconstruction 1 to 9

DIVISION 03- CONCRETE

Section 03 30 00 Cast-In-Place Concrete 1 to 26

DIVISION 31- EARTHWORK

Section 31 11 00 Clearing and Grubbing 1 to 3

Section 31 23 00 Excavation and Fill 1 to 17

DIVISION 32- EXTERIOR IMPROVEMENTS

Section 32 01 16.71 Cold Milling Asphalt Paving 1 to 5

Section 32 01 17.16 Sealing of Cracks in Bituminous Pavements 1 to 6

Section 32 01 19 Sealing Joints in Rigid Pavements 1 to 8

Section 32 05 33 Landscape Establishment 1 to 23

Section 32 11 23 Pavement Base Course 1 to 11

Section 32 12 10 Bituminous Tack and Prime Coats 1 to 6

Section 32 12 17 Hot Mix Bituminous Pavement 1 to 19

Section 32 16 13 Sidewalks, Curbs & Gutters 1 to 12

Section 32 17 23.00 Pavement Markings 1 to 15

Section 32 92 19 Seeding 1 to 9

DIVISION 33- UTILITIES

Section 33 40 00 Storm Drainage Utilities 1 to 22

END OF CONTENTS LIST

SECTION 01 20 00.00 20 Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

08/16

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCHEDULE OF VALUES

1.3.1 Data Required

1.3.2 Schedule Instructions

1.4 CONTRACT MODIFICATIONS

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

1.5.2 Submission of Invoices

1.5.3 Final Invoice

1.6 PAYMENTS TO THE CONTRACTOR

1.6.1 Obligation of Government Payments

1.6.2 Payment for Onsite Materials

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 20 00.00 20 Page 2

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

08/16

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. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Values; G

1.3 SCHEDULE OF VALUES

1.3.1 Data Required

Within 14 calendar days of notice to proceed, prepare and deliver to the Contracting Officer a Schedule of Values (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Values has been submitted to and accepted by the Contracting Officer.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

SECTION 01 20 00.00 20 Page 3

a. The Contractor's invoice, on ENG Form 93, showing in summary form, the basis for arriving at the amount of the invoice. ENG Form 93 shall include certification by Quality Control (QC) Manager as required by the contract. This form may be provided upon request or is available at the USACE Publications website:

http://www.publications.usace.army.mil/Portals/76/Publications/Eng ineerForms/Eng_Form_93_2014Mar.pdf

b. The Payment Estimate for Contract Performance showing in detail:

the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract

c. Updated Project Schedule and reports required by the contract.

d. Other supporting documents as requested.

e. Updated copy of submittal register.

f. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

g. Materials on Site.

h. Monthly Work-hour report.

i. Solid Waste Disposal Report.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7003 is included in the contract, the documents listed in paragraph "CONTENT OF INVOICE" shall be provided in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it shall be provided as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's

Final Release must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to

SP4702-18-R-0524

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng_Form_93_2014Mar.pdf http://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng_Form_93_2014Mar.pdf

SECTION 01 20 00.00 20 Page 4 reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current.

1.6.2 Payment for Onsite Materials

Progress payments may be made to the contractor for materials delivered on the site under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Values requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

Not Used

-- End of Section --

Section 01 31 13 Page 1 of 7 6/16/2018

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 of streets and parking lots, Drainage Improvements, 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. 5-426 (17 Sheets) subject to the terms and provisions of this contract. This section of the specifications is applicable to all other sections herein.

A. Areas with 2-inch Cold Milling & Resurfacing:

1. Bldg.2 North Parking Lot

2. Bldg. 2 South Parking Lot

3. AFRC Driveway

4. Bldg. 17 West Parking Lot

5. Bldg. 21A North Parking Lot-Drainage Improvements

6. Bldg. 21 West Parking Lot

7. Bldg. 30 South Side- Extension of Truck Turning Pads

8. Bldg. 43 North & South Parking Lots

Section 01 31 13 Page 2 of 7 6/16/2018

9. Recreational Field Parking Lot

10. Bldg. 92 North Parking Lot

11. Bldg. 201 E Parking Lot

12. Bldg. 305 (Salt Dom) Driveway

13. Bldg. 308 East Parking Lot

14. Bldg. 507 Golf Cart Path to Perimeter Service Road

15. “A” Street East Part

16. “B” Street West Part

17. “C” Street West Part

18. “D” Street between 1st & 5th Avenues

19. 16th Blvd incl. Drainage Improvements

20. Re-stabilize FMS Yard

21. Renovation of Vehicle Guide Rails at Foyle Avenue

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.

Section 01 31 13 Page 3 of 7 6/16/2018

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. Workers, including project manager, foremen and trenching workers, and third-party material testing inspectors shall be fully experienced to perform the work. All project manager, supervisors, paver operator, excavator operator, and material testing inspectors shall have shall have experience on at least 3 projects in the past 3 years in similar pavement and storm pipe replacement work. All supervisors, excavator operator, trenching workers (storm pipe installer) shall complete and certified for OSHA trenching and excavating safety training. The certification of all workers shall be in good standing throughout the construction.

1.5.1 All contractors and sub-contractors shall submit the following with their bid: written qualifications of project manager, supervisors, and specialty operators describing work experience as specified in 1.5, training

Section 01 31 13 Page 4 of 7 6/16/2018 records including valid OSHA 40-Hr safety training, and references for projects satisfactorily completed within the last three years, written qualifications of the Contractor demonstrating the contractor is qualified and experienced to perform the specified work within two years. The written qualifications statement shall be certified and signed by the principle of the contracting firm.

1.5.2 Third-party construction observation and material inspector shall submit the followings: written qualifications of testing agency’s facility, equipment, project manager, and inspector describing work experience as specified in 1.5 and references for projects satisfactorily completed within the last three years, written qualifications of the Contractor demonstrating the contractor is qualified and experienced to perform the specified work within two years. The written qualifications statement shall be certified and signed by the principle of the contracting firm.

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

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

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

1.6 COORDINATION AND COOPERATION: The Contractor involved in

the performance of this project shall coordinate the work to eliminate delay and shall submit, in a format provided by the Contracting Officer, within thirty (30) days after date of Notice to Proceed, a schedule of operations to the Contracting Officer or their authorized representative, for approval. All work shall be performed in strict accordance with the schedule of work approved by the Contracting Officer, unless any delay is found excusable within the meaning of the default clause, referenced elsewhere herein. The 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

Section 01 31 13 Page 5 of 7 6/16/2018 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

Section 01 31 13 Page 6 of 7 6/16/2018 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 7 of 7 6/16/2018

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/16

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (GA)

1.4.2 For Information Only

1.5 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.5.1 Submittals Required from the Contractor

1.5.1.1 O&M Data

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Identifying Submittals

1.6.3 Format for SD-02 Shop Drawings

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

Instructions

1.6.5 Format of SD-04 Samples

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

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

Reports

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

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

Submittals

1.6.10 Source Drawings for Shop Drawings

1.6.10.1 Terms and Conditions

1.6.11 Electronic File Format

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

1.7.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.7.3 Number of Samples SD-04 Samples

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

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

Field Reports

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

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

Closeout Submittals

1.8 INFORMATION ONLY SUBMITTALS

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule is Modified

1.10 SUBMITTAL REGISTER AND DATABASE

1.10.1 Use of Submittal Register

SECTION 01 33 00 Page 2

1.10.2 Contractor Use of Submittal Register

1.10.3 Action Codes

1.10.3.1 Government Review Action Codes

1.10.3.2 Contractor Action Codes

1.10.4 Copies Delivered to the Government

1.11 SCHEDULING

1.11.1 Constraints

1.12 GOVERNMENT APPROVING AUTHORITY

1.12.1 Review Notations

1.13 DISAPPROVED SUBMITTALS

1.14 APPROVED SUBMITTALS

1.15 APPROVED SAMPLES

1.16 WITHHOLDING OF PAYMENT

1.17 PROGRESS SCHEDULE

1.17.1 Bar Chart

1.18 STATUS REPORT ON MATERIALS ORDERS

-- End of Section Table of Contents --

SECTION 01 33 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/16

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".

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

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 4

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 5

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

SECTION 01 33 00 Page 6 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.

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.

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."

SECTION 01 33 00 Page 7

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 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/EngineerF orms/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.

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