Solicitation.pdf

Contract No.:

U S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

MULLIGAN ROAD

(FORT BELVOIR CONNECTOR ROAD)

PROJECT VA A-AD-48(1)

SOLICITATION

RFP NO.: DTFH71-08-R-00012

This Contract Cites Standard Specifications FP-03

U.S. Customary Units

CONTRACTOR:

ADDRESS:

STATE: VIRGINIA

COUNTY: FAIRFAX

PARK / REFUGE / BASE: FORT BELVOIR

ROADWAYS: STATIONS FEET

Mulligan Road 149+00 to 234+50 8,550

PROJECT LENGTH TOTAL: 8,550’ = 1.62 miles

TYPE OF IMPROVEMENT:

Grading, drainage, and placement of aggregate base on Mulligan Road from Pole Road to Telegraph Road, bridges over Kingman Road and Piney Run, and other miscellaneous work.

TABLE OF CONTENTS

Page

Notice to Offerors 1 through 2

Checklist for Proposal Submission 1 through 2

*New Questionnaire Form on Calendar Days 1 Page

*SF-1442 Solicitation, Offer, and Award A-1 through A-2

Continuation of SF 1442 A-3 through A-4

Bid Schedule Instructions 1 through 2

*Bid Schedule B-1 through B-14

*SF-24 Bid Bond C-1 through C-2

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 6

Representations and Certifications (OCRA online) D-1

Instructions to Offerors E-1

*Socioeconomic Program Requirements F-1 through F-8

Minimum Wage Schedule F-9 through F-13

General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1

SPECIFICATIONS

Special Contract Requirements J-1 through J-61

Permits Obtained for this Project 67 Pages

Plans 1 through 335

Soils and Foundation Report 1 through 554

Hydraulic Report 1 through 399

*BOLD FACED ITEMS ARE TO BE INCLUDED WITH THE BID SUBMITTAL PACKAGE

Revised 09/06/2007

NOTICE TO OFFERORS

CONTRACT FORMAT: Offerors should note that the format of this contract is in accordance with Federal Acquisition Regulations (FAR), promulgated by the General Services Administration (GSA), effective April 1, 1984, including all applicable revisions. Applicable FAR provisions and clauses are incorporated in this contract by reference or full text as indicated in the INDEX before the D-page in this booklet. FAR provisions and clauses incorporated by reference can be accessed on the Internet on the GSA website at www.arnet.gov/far/. Offerors are encouraged to review the documents thoroughly before submitting proposal.

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

It is the responsibility of the Offeror to verify that this proposal is complete as listed in the Table of Contents. The Offeror is responsible for submitting all required forms and documents with the offer.

Offerors should use the Checklist for Offer Submittal included in this booklet to check that their proposals are complete. New Questionnaire Form on Calendar Days with required signature.

CONSTRUCTION CONTRACTS:

As stated in FAR Clause 52.236-1, the Contractor shall perform on the site, and with its own organization, work equivalent to at least 50%. Additional guidance is given in FAR Subpart

35.005 where the majority of the project work is complex and specialized such as restoration work, bridge painting, and proprietary construction techniques (i.e. proprietary Cintec arch strengthening.)

There are exceptions and they will be reviewed on a case-by-case basis.

HAZARDOUS MATERIALS IDENTIFICATION AND MATERIAL SAFETY DATA:

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data, the apparent low Offeror must submit prior to award a Material Safety Data Sheet (MSDS's) for all hazardous materials that the Offeror identifies in paragraph (b) of this clause in the D-pages of this booklet. Failure to submit MSDS's may render the Offeror ineligible for award of contract.

ATTENTION LARGE BUSINESSES - UTILIZATION OF SMALL BUSINESS CONCERNS:

Large business Offerors should note their responsibilities in the awarding of subcontracts in accordance with FAR Clause 52.219-8, Utilization of Small Business Concerns. The offeror, if a large business concern, should note its responsibility to establish and conduct a Subcontracting Plan in accordance with FAR Clause 52.219-9, Alternate I, Small Business Subcontracting Plan. If the apparent Low Offeror is a LARGE BUSINESS it will be required to submit a Subcontracting Plan within 2 weeks of receipt of request from the Contracting Officer. If the apparent low offeror fails to submit a subcontracting plan acceptable to the Contracting Officer within the allowable time, the offeror may be ineligible for award of the contract. PLEASE NOTE: A sample plan is included in this solicitation package for your use.

FINANCING ASSISTANCE: Minority, Women-owned, and Disadvantaged Business Enterprises (DBE's). The Department of Transportation (DOT) offers working capital financing assistance for transportation related contracts. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $750,000 with interest at the prime rate. For further information, call (800) 532-1169. Internet address: http://osdbuweb.dot.gov.

INTERNET BASED DATA BASES - REQUIRED INPUT: According to the FAR Subpart

4.1102 contractors MUST be registered in Central Contractor Registration (CCR) prior to the award of any contract. Access the following web site to register: www.ccr.gov According to the FAR Subpart 4.1201 contractors MUST complete their Online Annual Representations and Certifications Application (ORCA) prior to the closing date of the RFP on line at http://orca.bpn.gov/.

According to the FAR Subpart 22.1302 (b) contractors and sub-contractors MUST complete the required Annual Vets-100 Form in order to be eligible for a contract award. It can be completed on-line at http://vets100.cudenver.edu/.

NOTICE TO OFFERORS - (CONT'D.)

This should be completed before submitting a bid package.

PAYMENT:

Offerors are advised to review the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP), subsection 109.05, concerning direct and indirect payment included under a pay item in the bid schedule.

PROGRESS PAYMENTS:

ALL payments will be made via Electronic Funds Transfer (EFT) as such; the payment information in the CCR must be accurate in order for contractors' invoices to be considered proper invoices for the purpose of prompt payment under DOT contracts. Contractors must input and maintain (update as necessary) their EFT information in the CCR database. Offerors are advised that under FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts, upon request, progress payments will include premiums paid by the Contractor to obtain performance and payment bonds as required under this contract. These payments shall not be made in addition to the contract price. As specified in the FP, “Section 151 - MOBILIZATION", payments for performance and payment bond premiums shall be included in mobilization.

WELFARE-TO-WORK INITIATIVE:

The President’s Welfare Reform Bill was initiated to assist welfare recipients and hopefully aid welfare recipients to find gainful employment. In support of this bill, Contractors are encouraged to hire welfare recipients whenever possible and to use welfare recipients in performance of duties on Government contracts.

INCREASING SEAT BELT USE IN THE UNITED STATES:

The President’s Executive Order 13043 dated April 16, 1997, was issued to increase the use of seat belts in the United States. In support of this Order, contractors and subcontractors are encouraged to adopt and enforce on-the-job seat belt policies for their employees when operating company-owned, rented, or personally owned vehicles.

OBTAINING PROPOSAL DOCUMENTS:

RFP documents will not be mailed. All documents are available for direct download from the Federal Business Opportunities (FBO) website:

https://www.fbo.gov/index?s=opportunity&mode=list&tab=list&cck=1&au=&ck= Type DTFH71 in Keywords/Sol. # Block then click on GO, or the Eastern Federal Lands Highway Division website: http://www.efl.fhwa.dot.gov/contracting/Documents.aspx Contractors are encouraged to register on the FBO website (for this specific project) in order to receive Email Notifications automatically when a document is added or updated for this specific project. All questions about this construction project must be emailed to the following address:

eflhd.contracts@fhwa.dot.gov.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MONITORING THE WEB PAGES

NOTED ABOVE FOR ALL CHANGES TO THE SOLICITATION AND ACTING ON SAID

CHANGES.

CHECKLIST FOR BID SUBMISSION

1. Bid Envelope:

a. Addressed as shown in Block 8 of Page A-1

b. In lower left corner, indicate Solicitation No., Project Name & Number, time for Receipt of Offers and send to Room 105.

2. Standard Form 1442: Solicitation, Offer and Award (Pages A-1 and A-2)

a. Block 14: Name and Address of Offeror.

b. Block 15: Telephone Number of Offeror.

c. Block 16: Remittance Address if different from Block 14.

d. Block 19: All Amendments Acknowledged, with dates of Amendments.

e. Block 20: Bid is signed and dated.

3. Bid Schedule - (Pages B-1 through B-14)

a. Unit proposal price and proposal amount provided for each pay item in numbers.

b. Corrections initialed.

c. Price Evaluation eligibility is indicated on the Proposal Summary page.

4. Standard Form 24, Bid Bond (Pages C-1 through C-2) (Required if bid guarantee is bid bond)

a. Date executed

b. Legal name and address of Offeror.

c. Type of organization.

d. State of incorporation (if applicable).

e. Name and business address of Treasury approved surety.

f. Penal sum of bond (not less than 20% of proposal total).

g. Proposal identification.

h. Signature of Offeror

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

PROPOSALS RECEIVED WITHOUT A VALID BID BOND WILL BE REJECTED.

5. Power of Attorney.

a. Dated on or before execution date of bond

b. Power has original signature of surety, or is embossed with surety's seal in the certification section

PROPOSALS RECEIVED WITHOUT A VALID POWER OF ATTORNEY WILL BE REJECTED.

6. Fill In's. The following full text Clauses and/or Provision numbers shall be checked or filled in and return with the proposal package:

a. 52.219-4 – HubZone ONLY - See Section F, Clause 52-219-4, paragraph "C", CHECKLIST FOR BID SUBMISSION check block if wavier is applicable.

7. Offeror's Qualifications form (provided separately as part of the proposal Documents Package). Form completed, signed and submitted with proposal

8. Offeror’s Questionnaire on Calendar Days signature required (if not completed proposal shall be found non-responsive).

9. Sub-Contracting Plan - Large Businesses Only: Submittal with the proposal is not mandatory, but it is encouraged, as it will speed up the award process should your firm be the apparent low proposal.

THE FOLLOWING THREE ITEMS ARE NOT TO BE SUBMITTED WITH THE

BID; BUT FAILURE TO COMPLETE THE REQUIREMENTS WILL BE CAUSE

TO REJECT THE PROPOSAL.

10. Central Contractor Registration (CCR): The Contractor is currently registered in the Internet-Based CCR database at http://www.ccr.gov.

11. Online Representations and Certifications Application (ORCA): The Contractor's Representations and Certifications have been input online via the Internet-Based ORCA electronic database at http://orca.bpn.gov.

12. Vets100 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at http://vets100.

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

DATA IN THE THREE DATABASES IS CORRECT EACH TIME A PROPOSAL

PACKAGE IS SUBMITTED. FAILURE PROPERLY INPUT AND/OR UPDATE

YOUR DATA MAY CAUSE THE PROPOSAL TO BE REJECTED.

Offerors Qualification questionnaire regarding the preparation of the bid for time:

1) Does theProposal for time include the impact of normal weather conditions on the work of the Contract?

2) Does the Proposal for time include the impact of the terms of the Contract Specifications regarding work restrictions - including all identified delays, suspensions, and shut-downs?

3) Does the Proposal for time include sufficient time to allow that all contract work can be completed within contract time without the imposition of liquidated damages?

4) Does the Proposal for time include time for the review and approval process for all submittals required by the Contract?

5) Does the Proposal for time include time for the review and approval process for required drawings submitted under Subsection 104.03 of the Specifications?

6) Does the Proposal for time include the lead time required for the procurement, manufacture, and delivery of materials that are to be incorporated into the Contract work?

7) Does the Proposal for time include sufficient time to accommodate the fact that the date of Notice to Proceed is conditional upon the Government awarding the contract up to 60 days after the bid opening?

8) Does the Proposal for time include the 14 days after the award of the Contract that the Contractor has to provide Performance and Payment bonds?

9) Does the Proposal for time include sufficient time to accommodate the fact that the Contracting Officer has up to 30 days after receipt of acceptable Performance and Payment bonds to issue the Notice to Proceed?

I hereby certify that the answer to each and every one of the questions listed above is yes.

Signature of Authorized Representative Title Date

Note: If the questionnaire is not signed the Proposal shall be found non-responsive and rejected.

A-1

1. Solicitation No. 2. Type of Solicitation 3. Date Issued Page of Pages SOLICITATION, OFFER, AND AWARD

(Construction, Alteration, or Repair)

DTFH71-08-R-00012 Sealed Bid (IFB) ⌧Negotiated (RFP) 07/16/2008 1 OF 4

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

4. Contract No. 5. Requisition/Purchase Request No. 6. Project No.

VA-A-AD - 48(1)

7. Issued By: CODE: N/A: 8. Address Offer To:

Federal Highway Administration Eastern Federal Lands Highway Division Loudoun Tech Center, Room 105 21400 Ridgetop Circle Sterling, Virginia 20166-6511

See Block 7

9. FOR INFORMATION A. Name: B. Telephone No. (Include area code) (NO COLLECT CALLS) See Blocks 9A & 9B Peggy Schaad Email All Questions/Inquiries To: eflhd.contracts@fhwa.dot.gov

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 no., date):

This Request for Proposal is for the Mulligan Road (Fort Belvoir Connector Road), located in Fairfax County, Virginia in strict accordance with the Solicitation/Contract instructions, notices, clauses, provisions, ∗items listed below, and for the quantities of work actually performed at the unit prices as proposed in the Bid Schedule, including all applicable Federal, State, and local taxes.

∗ FP - Standard Specification for Construction of Roads & Bridges on Federal Highway Projects.

∗ Bid Schedule, Section B - pages B-1 through B-14.

∗ Special Contract Requirements, Section J - pages J-1 through J-61.

∗ Plans (Drawings), Sheets 1 through 335.

∗ Soil and Foundation Report, pages 1 through 554.

∗ Hydraulic Report, Pages 1 through 407.

11. The Contractor shall begin performance within 10 calendar days and complete it within ∗ calendar days after receiving

Award, ⌧ Notice to Proceed. This performance period is ⌧ mandatory, negotiable. (See ∗Continuation Sheet)

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 SEE SUBSECTION 102.06 OF FP.

12B. CALENDAR DAYS

Within 14 calendar days after Notice of Award

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 2:00 PM local time 8/19/08. 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 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 STANDARD FORM 1442 (REV. 4-85)

Help Desk

See Continuation of SF 1442

A-2 OFFER (Must be fully completed by offeror)

15. Telephone No. (Include area code) 14. Name and Address of Offeror (Include ZIP code)

CODE FACILITY CODE

16. Remittance Address (Include only if different than Item 14)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation if this offer is accepted by the Government in writing within _ calendar days after the date offers are due. (Insert any number equal 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.

AMOUNTS See Bid Schedule - Section "B" Pages

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20a. Name and title of person authorized to sign offer (Type or print)

20B. Signature 20C. Offer Date

AWARD (To be completed by Government)

21. Items Accepted:

22. Amount

23. Accounting and appropriation data

24. SUBMIT INVOICES

TO ADDRESS SHOWN

IN (4 copies unless otherwise specified)

ITEM

See Block 26

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

15 USC 637(a) ) 41 USC 253(c) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BY:

Federal Highway Administration Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, Virginia 20166-6511

Federal Highway Administration Eastern Federal Lands Highway Division Finance Division, Room 357 21400 Ridgetop Circle Sterling, Virginia 20166-6511

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

GPO : 1985 0 - 469-796 STANDARD FORM 1442 BACK (REV. 4-85)

A-3

CONTINUATION OF SF 1442

Revised 07/16/08

Block 2:

This project is UN-RESTRICTED - Bids will be accepted from ALL eligible business concerns.

This procurement is made pursuant to Public Law 100-656 Title VII, which established the Small Business Competitiveness Demonstration Program. This procurement falls under North American Industry Classification System (NAICS) code 237310 - Highway, Street, and Bridge Construction (see FAR Subpart 19.10)

The award of this project is subject to a 10% price evaluation preference for eligible HubZone Small Business Concerns (must be on the SBA listing) (see FAR Clause 52.219-4).

Facsimile and electronic bids will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

1. Manual on Uniform Traffic Control Devices for Streets and Highways, 2003 Edition, published by the Federal Highway Administration. http://mutcd.fhwa.dot.gov.

2. National Park Service Sign Manual, revised - January 1988, United States Department of the Interior. http://www.nps.gov/npsigns.

3. Soils and Foundation Report

4. Permits

5. Utility Agreement

Block 9:

In accordance with FAR Provision 52.236-27, Site Visit, a Government representative can be available to show the project to prospective bidders. All requests for site visits see Section E of the solicitation and e-mail all questions concerning this construction project to the following e-mail address eflhd.contracts@fhwa.dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

∗Block 11:

The maximum time for Schedule A and Option B shall not exceed* 967 Calendar days.

Award will be made to an offeror whose technical submittal and price proposal contain the combination of the technical qualifications (past performance of same type of projects) and price that offers the best value to the Government. Offerors are reminded that while the Government may elect to consider data obtained from other sources, the burden of proof of acceptability rests with the offeror.

The completion time for the contract will be the time offered by the successful bidder, not to exceed the maximum time above. Contract Award/NTP is subject to receipt of permits.

Notice to Proceed, or date specified in the Notice to Proceed will be issued within 30 days

A-4

CONTINUATION OF SF 1442

following receipt of acceptable performance and payment bonds.

Block 12A:

Furnish performance and payment bonds in accordance with FAR Clause 52.228-15.

Block 13:

A bid guarantee in the amount of not less than 20 percent of the bid price or $3 million, whichever is less, is required with this bid. If the bidder fails to provide the required bid guarantee, such failure may require rejection of the bid. Reference FAR Provision 52.228-1, Bid Guarantee.

Other:

The estimated price is expected to fall within the price range of greater than $10,000,000.

Responsibility of bidders shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from FHWA web site. FP-96 or FP-03 versions can be downloaded at the FHWA web site. FHWA web site is http://www.efl.fhwa.dot.gov/contracting/Documents.aspx.

Subcontracting Goals

Required from all other than Small business when the requirement is expected to exceed $500,000 [FAR 19.702]. The Contracting Officer, along review and advisory comments from the Office of Small Disadvantaged Business Utilization (OSDBU), is responsible for approving a reasonable and realistic plan [FAR 19.705-4] [TAM 1219.201(e)(6)]. The legislated subcontracting goals are as shown below. A copy of each subcontracting plan (or contractor statement that no subcontracts are to be awarded) must be provided to OSDBU prior to close of negotiations [TAM 1219.705-5 and - 6].

Legislated subcontracting goals: (15 USC 644 (g)(1)

• 5% Small Disadvantaged Businesses (SDB)

• 5% Small Woman Owned Business Entities (SWBE)

• 3% Service-Disabled Veteran-Owned Small Businesses (SDVOSB)

BID SCHEDULE INSTRUCTIONS

PROJECT: VA A-AD-48(1)

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to

Bidders. While preparing the bid, comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places, for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and Amount Bid for the pay item. Determine the Bid Total by adding the amounts of the several items, and show in the block provided on Page B-10 for Schedule A and Page B-13 for Schedule B. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, bidders must submit prices for each pay item.

Review Subsection 109.05 of the FP regarding scope of payment for direct and indirect payment work.

SCHEDULES OF WORK

The Bid Schedule is comprised of the following separate schedules and options of work:

Schedule A – Consists of the grading, drainage, and aggregate base for Mulligan Road from Pole Road to Telegraph Road, including the bridge over Piney Run, and other miscellaneous work.

Schedule B – Consists of the construction of the southbound bridge over Kingman Road and other miscellaneous work.

The purpose of the multiple schedules is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price, by proper utilization of available fund.

BIDDING OF CALENDAR DAYS

For Schedule A + Schedule B, determine the number of calendar days necessary to complete the work from Notice To Proceed to contract completion (it is assumed that Schedule B will be constructed concurrently with Schedule A, therefore providing the number of calendar days necessary to complete Schedule B is not required). Specify the number of calendar days (NOT to exceed the maximum number of calendar days shown in Block 11 of the SF-1442) in the space provided on the Bid Summary page. Failure to specify a number of calendar days for contract completion indicates the bidder accepts the maximum contract time provided in Block 11 of the SF-1442.

In developing a construction schedule to determine the number of calendar days included in their bid, bidders should include the work limitations shown in the Special Contract Requirements (SCR’s). Specific work limitations may be (but are not limited to): holidays, weekends; rush hours; night work; no work periods; work or traffic control phasing. Bidders are advised to consider those work items that are weather sensitive and when those work items will be performed. Specific work items are (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting); and those that have specific planting seasons (turf establishment, sod, trees and plants). Bidders are also advised to consider time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCR’s). The total calendar days bid should also include any work limitations and any delay days or contractor winter shutdowns required due to weather sensitive work items.

When evaluating the bids, the Government will consider the Contract Administrative Cost for the project to be $3,300 per calendar day bid. The Contract Administrative Cost is only used to determine the Evaluation Total Price of Project.

Add the Bid Total(s) and the Contract Administrative Cost(s) for each schedule of work as directed on the Bid Summary page(s). Show the Evaluation Total Price of Project in the space provided on the Bid Summary page.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation Total Price of Project, which is defined as:

Bid Total of Schedule A + Bid Total of Schedule B + Contract Administrative Cost of Schedule A.

The number of calendar days specified by the successful bidder for the completion of the elected combination will become the performance period for the contract.

NOTE: Contract Administration Cost is used for evaluation and ranking purposes only.

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

B- 1

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

8,000

LNFT $_______________ $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE (SUPER SILT FENCE)

3,700

LNFT $_______________ $___________________

15705-0400 SOIL EROSION CONTROL, EARTH BERMS

9,200

LNFT $_______________ $___________________

15705-0500 SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE

LNFT $_______________ $___________________

15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15706-0300 SOIL EROSION CONTROL, SANDBAG

EACH $_______________ $___________________

Project: VA A-AD-48(1)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2

15706-0500 SOIL EROSION CONTROL, INLET SEDIMENT TRAP (TY. A)

EACH $_______________ $___________________

15706-0500 SOIL EROSION CONTROL, INLET SEDIMENT TRAP (TY. B)

EACH $_______________ $___________________

15706-0600 SOIL EROSION CONTROL, RISER PIPE ASSEMBLY (TEMP. SEDIMENT

BASIN)

EACH $_______________ $___________________

15706-0600 SOIL EROSION CONTROL, RISER PIPE ASSEMBLY (SWM STRUCTURES)

EACH $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

38.0

ACRE $_______________ $___________________

20301-0400 REMOVAL OF BRIDGE

EACH $_______________ $___________________

20301-2700 REMOVAL OF STRUCTURE (CONCRETE BUNKER)

EACH $_______________ $___________________

20302-0900 REMOVAL OF FENCE, CHAIN LINK

LNFT $_______________ $___________________

20302-1200 REMOVAL OF GUARDRAIL

LNFT $_______________ $___________________

20310-1000 PLUG, EXISTING PIPE (TEMP. NEW PIPE PLUG)

EACH $_______________ $___________________

20402-0000 SUBEXCAVATION

8,000

CUYD $_______________ $___________________

20410-0000 SELECT BORROW

8,000

CUYD $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 3

20420-0000 EMBANKMENT CONSTRUCTION

166,000

CUYD $_______________ $___________________

20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

16,000

SQYD $_______________ $___________________

20701-1400 EARTHWORK GEOTEXTILE, TYPE IV-C

1,400

SQYD $_______________ $___________________

20801-0000 STRUCTURE EXCAVATION

CUYD $_______________ $___________________

20803-0000 STRUCTURAL BACKFILL

CUYD $_______________ $___________________

25102-2000 PLACED RIPRAP, CLASS 2

TON $_______________ $___________________

25102-3000 PLACED RIPRAP, CLASS 3

2,400

TON $_______________ $___________________

25102-4000 PLACED RIPRAP, CLASS 4

TON $_______________ $___________________

25302-2000 GABIONS, POLYVINYL CHLORIDE COATED

CUYD $_______________ $___________________

30101-4000 AGGREGATE BASE GRADING C OR D

36,500

TON $_______________ $___________________

55101-0800 PRECAST PRESTRESSED CONCRETE PILES, 18-INCH X 18-INCH, IN

PLACE

5,580

LNFT $_______________ $___________________

55101-1000 PRECAST PRESTRESSED CONCRETE PILES, 24-INCH X 24-INCH, IN

PLACE

1,710

LNFT $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 4

55104-1000 DYNAMIC PILE LOAD TEST

EACH $_______________ $___________________

55120-0000 TEST PILES

LNFT $_______________ $___________________

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

CUYD $_______________ $___________________

55201-1100 STRUCTURAL CONCRETE, CLASS HPC

CUYD $_______________ $___________________

55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE

SQYD $_______________ $___________________

55401-1000 REINFORCING STEEL

44,000

LB $_______________ $___________________

55401-2000 REINFORCING STEEL, EPOXY COATED

191,000

LB $_______________ $___________________

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

442,000

LB $_______________ $___________________

55601-0500 BRIDGE RAILING, CONCRETE

LNFT $_______________ $___________________

55601-1200 BRIDGE RAILING, STEEL, THREE RAIL

LNFT $_______________ $___________________

56401-1000 BEARING DEVICE, ELASTOMERIC

EACH $_______________ $___________________

60103-0020 CONCRETE, HEADWALL FOR 6-INCH PIPE CULVERT

EACH $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 5

60103-0080 CONCRETE, HEADWALL FOR 15-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-1980 CONCRETE, HEADWALL FOR 42-INCH EQUIVALENT DIAMETER PIPE

CULVERT

EACH $_______________ $___________________

60201-0500 15-INCH PIPE CULVERT

5,000

LNFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

1,500

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1300 54-INCH PIPE CULVERT

LNFT $_______________ $___________________

60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 6

60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60202-0700 42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60220-4150 12 FEET SPAN, 10 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-1)

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3A)

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=4')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=6')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=8')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=10')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=12')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=14')

EACH $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 7

60403-0000 INLET (VDOT STD. DI-3BB L=4')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3BB L=6')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3BB L=8')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3C L=6')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-5)

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-12 L=4')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-12 L=6')

EACH $_______________ $___________________

60410-0000 SPRINGBOX (SPRING DRAIN)

EACH $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT UD-1)

3,300

LNFT $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT UD-2)

8,100

LNFT $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT UD-4)

8,500

LNFT $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT CD-1)

LNFT $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 8

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT CD-2)

LNFT $_______________ $___________________

60510-1060 10-INCH OUTLET PIPE

LNFT $_______________ $___________________

60520-0000 GRANULAR BACKFILL

8,100

CUYD $_______________ $___________________

61103-1500 24-INCH ENCASEMENT PIPE, GALVANIZED STEEL

LNFT $_______________ $___________________

61103-1500 24-INCH ENCASEMENT PIPE, GALVANIZED STEEL (36-INCH DIAMETER

ENCASEMENT PIPE)

LNFT $_______________ $___________________

61401-0000 LEAN CONCRETE BACKFILL

CUYD $_______________ $___________________

61901-2100 FENCE, CHAIN LINK, 96-INCH HEIGHT (BARB WIRE, 3 STRAND)

LNFT $_______________ $___________________

61902-2200 GATE, METAL, 34 FEET WIDTH

EACH $_______________ $___________________

62101-0000 MONUMENT (SETTLEMENT MONITORING)

EACH $_______________ $___________________

62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

70,000

SQYD $_______________ $___________________

62502-0000 TURF ESTABLISHMENT

70,000

SQYD $_______________ $___________________

62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

9,200

SQYD $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 9

62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A

4,100

SQYD $_______________ $___________________

62901-1400 ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

2,200

SQYD $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

63502-2700 TEMPORARY TRAFFIC CONTROL, REPLACEMENT CARTRIDGES FOR

CRASH CUSHION

EACH $_______________ $___________________

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $19.00 $6,650.00

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 10

64501-0000 LOCATE UTILITIES

ALL Lump Sum $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: VA A-AD-48(1)

Project: VA A-AD-48(1)

KINGMAN ROAD BRIDGE – SCHEDULE B

B- 11

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

20701-1400 EARTHWORK GEOTEXTILE, TYPE IV-C

SQYD $_______________ $___________________

20801-0000 STRUCTURE EXCAVATION

CUYD $_______________ $___________________

20803-0000 STRUCTURAL BACKFILL

1,000

CUYD $_______________ $___________________

25102-1000 PLACED RIPRAP, CLASS 1

TON $_______________ $___________________

55101-0500 PRECAST PRESTRESSED CONCRETE PILES, 12-INCH X 12-INCH, IN

PLACE

4,832

LNFT $_______________ $___________________

55104-1000 DYNAMIC PILE LOAD TEST

EACH $_______________ $___________________

55120-0000 TEST PILES

LNFT $_______________ $___________________

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

CUYD $_______________ $___________________

Project: VA A-AD-48(1)

Bid Schedule B

Estimated Quantity Unit Bid Price Amount Bid

B- 12

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

CUYD $_______________ $___________________

55201-1100 STRUCTURAL CONCRETE, CLASS HPC

CUYD $_______________ $___________________

55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE

SQYD $_______________ $___________________

55401-1000 REINFORCING STEEL

47,000

LB $_______________ $___________________

55401-2000 REINFORCING STEEL, EPOXY COATED

59,000

LB $_______________ $___________________

55401-2500 REINFORCING STEEL, GALVANIZED

3,100

LB $_______________ $___________________

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

198,000

LB $_______________ $___________________

55601-0500 BRIDGE RAILING, CONCRETE

LNFT $_______________ $___________________

55601-1200 BRIDGE RAILING, STEEL, THREE RAIL

LNFT $_______________ $___________________

56401-1000 BEARING DEVICE, ELASTOMERIC

EACH $_______________ $___________________

60203-0200 6-INCH SLOTTED DRAIN PIPE

LNFT $_______________ $___________________

60520-0000 GRANULAR BACKFILL

CUYD $_______________ $___________________

Project: VA A-AD-48(1)

Estimated Quantity Unit Bid Price Amount Bid

B- 13

60902-0800 CURB AND GUTTER, CONCRETE, 10-INCH DEPTH

LNFT $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: VA A-AD-48(1)

B - 14

BID SUMMARY

Project VA A-AD-48(1)

(Complete for Pages B-1 through B- 13)

(1) Schedule A Bid Total (from Page B-10) $__________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-13) $__________________

(3) Contract Administrative Cost for Schedule A Number of calendar days necessary to complete all Schedule A and Schedule B work from Notice to Proceed (or date specified in the Notice to Proceed) to construction completion. . Schedule B is considered to be constructed concurrently with Schedule A.

calendar days x $3,300 per calendar day =

Total Price of Project (for evaluation purposes only)

(1) Bid Total for Schedule A + (2) Bid Total for Schedule B + (3) Contract Administrative Cost for Schedule A

= EVALUATION TOTAL PRICE OF PROJECT

Does the Bidder claim the Price Evaluation Preference for HUBZone Small Business Concerns as defined in FAR Clause 52.219-4?

Yes No

20%�12�� ���������

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:,71(66�

7KH�3ULQFLSDO�DQG�6XUHW\�LHV��H[HFXWHG�WKLV�ELG�ERQG�DQG�DIIL[HG�WKHLU�VHDOV�RQ�WKH�DERYH�GDWH�

67$1'$5'�)250�����5(9��������

3UHVFULEHG�E\�*6$���)$5�����&)5���������D�

$87+25,=('�)25�/2&$/�5(352'8&7,21

3UHYLRXV�HGLWLRQ�LV�XVDEOH

35,1&,3$/

6,*1$785(�6�

1$0(�6�� 7,7/(�6�

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6,*1$785(�6�

1$0(�6��

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%,'�%21'

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'$7(�%21'� (;(&87('��0XVW�QRW�EH�ODWHU� WKDQ�ELG

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7<3(�2)�25*$1,=$7,21� ��;��RQH�

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PENAL SUM OF BOND

3(5&(17 2)�%,' 35,&(

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67$7(�2)� ,1&� /,$%,/,7<�/,0,7� ���

3XEOLF�UHSRUWLQJ�EXUGHQ�IRU�WKLV�FROOHFWLRQ�RI�LQIRUPDWLRQ�LV�HVWLPDWHG�WR�DYHUDJH����PLQXWHV�SHU�UHVSRQVH��LQFOXGLQJ�WKH�WLPH�IRU�UHYLHZLQJ�LQVWUXFWLRQV��VHDUFKLQJ�H[LVWLQJ�GDWD VRXUFHV��JDWKHULQJ�DQG�PDLQWDLQLQJ�WKH�GDWD�QHHGHG��DQG�FRPSOHWLQJ�DQG�UHYLHZLQJ�WKH�FROOHFWLRQ�RI�LQIRUPDWLRQ�� �6HQG�FRPPHQWV�UHJDUGLQJ�WKLV�EXUGHQ�HVWLPDWH�RU�DQ\�RWKHU DVSHFW�RI�WKLV�FROOHFWLRQ�RI�LQIRUPDWLRQ��LQFOXGLQJ�VXJJHVWLRQV�IRU�UHGXFLQJ�WKLV�EXUGHQ��WR�WKH�)$5�6HFUHWDULDW��095���)HGHUDO�$FTXLVLWLRQ�3ROLF\�'LYLVLRQ��*6$��:DVKLQJWRQ��'& debbie C-1

INSTRUCTIONS

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., 67$1'$5'�)250�����5(9���������%$&.

1$0(� $''5(66

6,*1$785(�6�

1$0(�6�� 7,7/(�6�

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(e.g., 20% of the bid price but the amount not to exceed dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitation listed therein. where more than one corporate surety is involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designed "SURETY(IES)" on the face of the form, insert only the letter identification of the sureties.

(b) Where individual sureties are involved, a completed Affidavit of Individual surety (Standard Form 28), for each individual surety, shall accompany the bond. The Government may require the surety to furnish additional substantiating information concerning its financial capability.

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word "Corporate Seal";

and shall affix an adhesive seal if executed in Maine, New Hampshire, or any other jurisdiction requiring adhesive seals.

6. Type the name and title of each person signing this bond in the space provided.

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and "offeror."

debbie C-2

CONTRACT CLAUSES INDEX

FEDERAL ACQUISITION REGULATION (FAR) & TRANSPORTATION ACQUISITION REGULATION (TAR)

(Updated thru FAC 2005-26 on 06/12/2008)

52.252-2 Clauses Incorporated By Reference (Feb 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this address: www.arnet.gov/far/

(End of Clause)

FAR & TAR CLAUSES INCORPORATED BY REFERENCE

CLAUSE TITLE DATE REMARKS

52.202-01 DEFINITIONS Jul-04 52.203-03 GRATUITIES Apr-84 52.203-05 COVENANT AGAINST CONTINGENT FEES Apr-84 52.203-07 ANTI-KICKBACK PROCEDURES Jul-95 52.203-8 CANCEL. & RECOVERY OF FUNDS FOR ILLEGAL OR IMPROPER ACTIVITY Jan-97 52.203-10 PRICE OR FEE ADJUSTMENT FOR ILLEGAL OR IMPROPER ACTIVITY Jan-97 52.203-12

52.204-02, ALT II

LIMITATION ON PAYMENTS TO INFLUENCE CERTAIN FEDERAL TRANSACTIONS

SECURITY REQUIREMENTS (ALT II, APR-84)

Sep-05

AUG-96

52.204-04 PRINTING/COPYING DOUBLE-SIDED ON RECYCLED PAPER Aug-00 52.204-07 CENTRAL CONTRACTOR REGISTRATION Aug-08 Contractor Mandatory Internet Data Input 52.209-06 PROTECTING GOV. INTEREST WHEN SUBCONTRACTING W/ CONT. DEB. SUSP. OR PROP. FOR DEB. SEP-06 52.215-08 ORDER OF PRECEDENCE UNIFORM CONTRACT FORMAT Oct-97 FOR CONTRACTS > $500,000 52.219-08 UTILIZATION OF SMALL BUSINESS CONCERNS May-04

Apr-08 L 52.219-09 ALT 1 SMALL BUSINESS SUBCONTRACTING PLAN (ALT 1 - (Oct 01)) arge Business Mandatory Submittal Requirement 52.219-14 LIMITATIONS ON SUBCONTRACTING Dec-96 52.219-16 LIQUIDATED DAMAGES - SUBCONTRACTING PLAN Jan-99 52.222-03 CONVICT LABOR Jun-03 52.222-04 CONTRACT WORK HOURS AND SAFETY STANDARDS ACT--OVERTIME COMPENSATION Jul-05 52.222-06 DAVIS-BACON ACT Jul-05 Contractor Mandatory Wage Rates Posting 52.222-07 WITHHOLDING OF FUNDS Feb-88 52.222-08 PAYROLLS AND BASIC RECORDS Feb-88 Contractor Weekly Payroll Submittals 52.222-09 APPRENTICES AND TRAINEES Jul-05 52.222-10 COMPLIANCE WITH COPELAND ACT REQUIREMENTS Feb-88 52.222-11 SUBCONTRACTS (LABOR STANDARDS) Jul-05 52.222-12 CONTRACT TERMINATION--DEBARMENT Feb-88 52.222-13 COMPLIANCE WITH DAVIS-BACON AND RELATED ACT REGULATIONS Feb-88 52.222-14 DISPUTES CONCERNING LABOR STANDARDS Feb-88 52.222-15 CERTIFICATION OF ELIGIBILITY Feb-88 52.222-21 PROHIBITION OF SEGREGATED FACILITIES Feb-99 52.222-26 EQUAL OPPORTUNITY Mar-07 52.222-27 AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR CONSTRUCTION Feb-99 52.222-35 EQUAL OPPORTUNITY FOR SPECIAL DISABLED VETERANS, VETERANS OF THE VIETNAM ERA, & OTHER

ELIGIBLE VETERANS.

SEP-06

52.222-36 AFFIRMATIVE ACTION FOR WORKERS…