IFB Solicitation - PRA-ROCR 3A6.pdf

Contract No.:

U S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT PRA-ROCR 3A6

ROCK CREEK and POTOMAC PARKWAY

This project is partially funded under the American Recovery and Reinvestment Act.

PMIS NO.: 082798/045197/044965

SOLICITATION

IFB NO.: DTFH71-10-B-00015

This Contract Cites

Standard Specifications FP-03 U.S. Customary Units

CONTRACTOR:

ADDRESS:

STATE: WASHINGTON, DC

COUNTY: N/A

PARK / REFUGE / NF: ROCK CREEK PARK

ROADWAYS: STATIONS FEET

Rock Creek and Potomac Parkway See plans 11,025

PROJECT LENGTH TOTAL: 11,025

TYPE OF IMPROVEMENT:

The project consists of reconstructing, rehabilitating, and resurfacing approximately 1.2 miles of the Rock Creek and Potomac Parkway (ROCR). The limits of construction for this project designated as PRA-ROCR 3A6, extend from Beach Drive to the P Street Bridge. The work includes aggregate base, Superpave asphalt concrete pavement, concrete curb and gutter, steel backed timber guardrail, lighting, and other miscellaneous work.

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 2

Checklist for Bid Submission 1 through 2

*SF-1442 Solicitation, Offer, and Award 1 through 4

Bid Schedule Instructions 1 through 2

*Bid Schedule B-1 through B-13

*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

Executive Order 13513 (Text Messaging While Driving) 1 through 3

Representations and Certifications (OCRA online) D-1 through D-2

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-8

Minimum Wage Schedule F-9 through F-20

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1

Special Contract Requirements J-1 through J-68

Section K K-1 through K-4

SPECIFICATIONS On CD

Permits (Pending) Plans 1 through 269 Geotechnical Report (Part 1) 1 through 235 Geotechnical Report (Part 2) 1 through 49 ARRA Sign Pictographs 1 through 5 ARRA Sign Placement Guidance NPS 1 through 12

* Bidder’s Qualifications Form 1 through 7

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

NOTICE TO BIDDERS

CONTRACT FORMAT:

Bidders 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/.

Bidders are encouraged to review the documents thoroughly before bidding.

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

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

Offerors should use the Checklist for Bid Submission included in this booklet to check that their bids are complete.

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. The apparent low Offeror should submit their MSDS's within two weeks after bid opening.

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 blank sub-contractor plan is included in this solicitation package as a separate document 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 or 202-366-1930. 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 bid on line at http://orca.bpn.gov/.

NOTICE TO BIDDERS

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 https://vets100.vets.dol.gov/. 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 BID DOCUMENTS:

Bid documents will not be mailed. All bid documents are available for direct download from the Federal Business Opportunities (FBO) website: http://www.fbo.gov/ 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@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.

PLEASE NOTE: for security reasons, individuals requiring access to all government buildings must present a valid photo ID and be escorted to their destination by a Government employee. All visitors attending bid openings are urged to arrive at least 1 hour prior to schedule bid opening. All visitors must register with the receptionist in Room 100. A Government employee will collect all bids. Prior to bid opening, a Government employee will escort all bidders to the bid opening. Unescorted visitors will be denied entry and no exceptions will be made.

CHECKLIST FOR BID SUBMISSION

The following is a checklist of items included in the proposal/bid package that are required to be completed and returned (or filled in on-line) to the address in Block 7 of the Standard Form 1442, Solicitation, Offer, and Award (page 1). This checklist is for informational purposes only and is not required to be filled out by the bidder. Failure to submit a complete bid may be cause to reject your bid.

1. Bid Envelope:

a. Addressed as shown in Block 7 of SF-1442

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

a. Block 14: Name and Address of Bidder.

b. Block 15: Telephone Number of Bidder.

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-13)

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

b. Corrections initialed.

c. Price Evaluation eligibility is indicated on the Bid 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 bidder.

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 bid total).

g. Bid identification.

h. Signature of Bidder

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

BIDS 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

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

CHECKLIST FOR BID SUBMISSION

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

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

7. Bidder's Qualifications form (provided separately as part of the Bid Documents Package).

Form completed, signed and submitted with bid

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

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

• 23% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBzones

• 5% - Small Woman Owned Business Entities (SWBE)

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

THE FOLLOWING THREE ITEMS ARE NOT TO BE SUBMITTED WITH THE

BID; BUT FAILURE TO COMPLETE THE REQUIREMENTS WILL BE CAUSE

TO REJECT THE BID.

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

10. 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.

11. Vets100 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at https://vets100.vets.dol.gov.

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

DATA IN THE THREE DATABASES IS CORRECT EACH TIME A BID

PACKAGE IS SUBMITTED. FAILURE PROPERLY INPUT AND/OR UPDATE

YOUR DATA MAY CAUSE THE BID TO BE REJECTED.

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9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 731259

Block 26

CONTINUATION OF SF 1442 3

Block 2:

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

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. Geotechnical Report (Part 1)

4. Geotechnical Report (Part 2)

5. ARRA Signs – Pictographs

6. ARRA Sign Placement Guidance NPS

7. Permits (Pending)

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@dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

∗Block 11:

The number of calendar days cannot be lower than 300 calendar days and cannot exceed 549 calendar days.

The completion time for the contract will be the time offered by the successful bidder, not to exceed the maximum time above. Work restrictions can be found in SCR Sections 108 and 156. See the SCR (J pages) Sections 107 and 109 for ARRA reporting requirements.

Contract Award/NTP is subject to receipt of permits (NPDES, USACE 404 NW, E&SC, Stormwater Management Permit and State 401 Water Quality Certification).

Notice to Proceed will be issued within 30 days following receipt of acceptable performance and payment bonds. (Actual Notice to Proceed date will be 10 days from issuance or the date specified in the Notice.)

Block 12A:

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

CONTINUATION OF SF 1442

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.

Block 17:

Amounts should be completed as follows:

Schedule A - $

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17.

Other:

Text Messaging While Driving – Executive Order 13531 Section K - Prohibition on Conducting Restricted Business Operations in Sudan-- Certification The estimated price is expected to fall within the price range of $5,000,000 to $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-manuals-guides.aspx then click on Construction Specifications.

Subcontracting Goals

Required from all other than Small business when the requirement is expected to exceed $550,000 ($1,000,000 for Construction) [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)

• 23% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBZones

• 5% - Small Woman Owned Business Entities (SWBE)

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

BID SCHEDULE INSTRUCTIONS

PROJECT: PRA-ROCR 3A6

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-12. 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.

SCHEDULE OF WORK

The Bid Schedule is comprised of the following:

Schedule A – Reconstruction and Rehabilitation of Rock Creek and Potomac Parkway.

BIDDING OF CALENDAR DAYS

Determine the number of calendar days necessary to complete Schedule A work from Notice To Proceed to contract completion. 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. If a minimum number of calendar days is provided in Block 11 of the SF-1442, do not specify a number of calendar days lower than the minimum. Failure to specify a number of calendar days for contract completion indicates the bidder accepts the maximum contract completion time provided in Block 11 of the SF-1442.

The number of calendar days specified by the successful bidder for the completion of Schedule A work will become the performance period for the contract.

In developing a construction schedule to determine the number of calendar days included in their bid, bidders should consider and include any work limitations shown in Sections 108 and 156 of the FP and Special Contract Requirements (SCR’s). Specific work limitations may be (but are not limited to): National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. 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, etc); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc). 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/supplier 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 $2,700 per calendar day bid. The Contract Administrative Cost is only used to determine the Evaluation Total Price of Project.

Add the Bid Total and the Contract Administrative Cost for Schedule A as directed on the Bid Summary page. 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 + Contract Administrative Cost of Schedule A.

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

When filling out Block 17 of the SF-1442, do not include any contract administration costs.

Amount in Block 17 should be completed as follows:

Schedule A - $ .

Project: PRA-ROCR 3A6

ROCK CREEK AND POTOMAC PARKWAY

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 $___________________

15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE WIRE BACKED SUPER SILT

FENCE

4,235

LNFT $_______________ $___________________

15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

LNFT $_______________ $___________________

15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

EACH $_______________ $___________________

15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

EACH $_______________ $___________________

15706-2200 SOIL EROSION CONTROL, FILTER BAG

EACH $_______________ $___________________

20102-0000 CLEARING AND GRUBBING

ALL Lump Sum $___________________

20301-1200 REMOVAL OF HEADWALL

EACH $_______________ $___________________

Project: PRA-ROCR 3A6

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2

20301-1300 REMOVAL OF INLET GRATE

EACH $_______________ $___________________

20301-1400 REMOVAL OF INLET

EACH $_______________ $___________________

20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

9,300

LNFT $_______________ $___________________

20302-1400 REMOVAL OF GUARDRAIL, TIMBER

1,700

LNFT $_______________ $___________________

20302-2100 REMOVAL OF PIPE CULVERT

LNFT $_______________ $___________________

20303-1600 REMOVAL OF PAVEMENT, ASPHALT

8,300

SQYD $_______________ $___________________

20303-3000 REMOVAL OF SIDEWALK, ASPHALT

SQYD $_______________ $___________________

20303-3100 REMOVAL OF SIDEWALK, BRICK

SQYD $_______________ $___________________

20315-0000 SAWCUTTING PAVEMENT

1,100

LNFT $_______________ $___________________

20401-0000 ROADWAY EXCAVATION

1,500

CUYD $_______________ $___________________

20402-0000 SUBEXCAVATION

CUYD $_______________ $___________________

20410-0000 SELECT BORROW

CUYD $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 3

20701-0800 EARTHWORK GEOTEXTILE, TYPE II-B

4,250

SQYD $_______________ $___________________

20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B

SQYD $_______________ $___________________

20701-1400 EARTHWORK GEOTEXTILE, TYPE IV-C

1,500

SQYD $_______________ $___________________

20801-0000 STRUCTURE EXCAVATION

2,000

CUYD $_______________ $___________________

20803-0000 STRUCTURAL BACKFILL

1,140

CUYD $_______________ $___________________

20810-0000 SHORING AND BRACING

ALL Lump Sum $___________________

25101-4000 PLACED RIPRAP, CLASS 4

1,190

CUYD $_______________ $___________________

25102-4000 PLACED RIPRAP, CLASS 4

2,500

TON $_______________ $___________________

30102-0100 AGGREGATE BASE GRADING C, 4-INCH DEPTH

SQYD $_______________ $___________________

30102-0200 AGGREGATE BASE GRADING C, 6-INCH DEPTH

4,400

SQYD $_______________ $___________________

30502-1000 AGGREGATE-TOPSOIL COURSE, 6-INCH DEPTH

1,100

SQYD $_______________ $___________________

40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE V PAVEMENT

ROUGHNESS)

6,100

TON $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 4

40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE VII PAVEMENT

SMOOTHNESS/ROUGHNESS)

TON $_______________ $___________________

40101-1000 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

3,440

TON $_______________ $___________________

40102-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL, WEDGE AND LEVELING COURSE

TON $_______________ $___________________

40401-0000 MINOR HOT ASPHALT CONCRETE

TON $_______________ $___________________

41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

SQYD $_______________ $___________________

41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH

31,300

SQYD $_______________ $___________________

41501-0000 PAVING GEOTEXTILE - TYPE VI - JOINT FABRIC

12,000

SQYD $_______________ $___________________

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) FOR RETAINING WALL

CUYD $_______________ $___________________

55201-0800 STRUCTURAL CONCRETE, CLASS D (AE) FOR REPAIRS

CUYD $_______________ $___________________

55221-0000 EXPANSION JOINT REPAIR

ALL Lump Sum $___________________

55401-1000 REINFORCING STEEL

76,820

LB $_______________ $___________________

56501-0300 DRILLED SHAFTS, 30-INCH DIAMETER

LNFT $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 5

56501-0400 DRILLED SHAFTS, 36-INCH DIAMETER

2,240

LNFT $_______________ $___________________

60103-4000 CONCRETE, FOUNDATION, LIGHT POLE

EACH $_______________ $___________________

60201-0400 12-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0500 15-INCH PIPE CULVERT

1,280

LNFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

1,700

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0500 END SECTION FOR 15-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60401-0000 MANHOLE

EACH $_______________ $___________________

60403-0100 INLET, TYPE 1

EACH $_______________ $___________________

60403-1800 INLET, TYPE 6A MODIFIED - DOUBLE TYPE 6A-6

EACH $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 6

60406-0000 INLET ADJUSTMENT

EACH $_______________ $___________________

60407-0000 CAPPING INLETS AND MANHOLES

EACH $_______________ $___________________

60409-0700 INLET TOP, METAL FRAME AND GRATE TYPE 6A

EACH $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

60520-0000 GRANULAR BACKFILL

CUYD $_______________ $___________________

60703-0000 CLEANING CULVERTS IN PLACE

LNFT $_______________ $___________________

60707-0100 LINING 12-INCH PIPE CULVERT

LNFT $_______________ $___________________

60707-0200 LINING 15-INCH PIPE CULVERT

LNFT $_______________ $___________________

60707-0300 LINING 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60707-0500 LINING 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

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

9,300

LNFT $_______________ $___________________

60902-1100 CURB AND GUTTER, CONCRETE, 13-INCH DEPTH

LNFT $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 7

61501-0100 SIDEWALK, CONCRETE

SQYD $_______________ $___________________

61504-1000 ACCESSIBILITY RAMP, CONCRETE

SQYD $_______________ $___________________

61509-0000 DETECTABLE WARNING PANELS

SQYD $_______________ $___________________

61701-3900 GUARDRAIL SYSTEM SBTA

1,960

LNFT $_______________ $___________________

61701-3900 GUARDRAIL SYSTEM SBTA (MEDIAN GUARDRAIL SYSTEM)

1,110

LNFT $_______________ $___________________

61702-0000 TERMINAL SECTION SBTA TL-2 CONNECTION TO STONE MASONRY

GUARDWALL

EACH $_______________ $___________________

61702-0000 TERMINAL SECTION SBTA TL-2 TRANSITION TO STRAIGHT OR CURVED

END STRUCTURE

EACH $_______________ $___________________

61702-0510 TERMINAL SECTION, TYPE SBT-FAT

EACH $_______________ $___________________

61711-5000 IMPACT ATTENUATOR, QUADGUARD

EACH $_______________ $___________________

62001-0800 CLASS B MASONRY, COURSE POINTED FINISH

CUYD $_______________ $___________________

62011-0100 STONE MASONRY HEADWALL FOR 12-INCH PIPE CULVERT

EACH $_______________ $___________________

62011-0200 STONE MASONRY HEADWALL FOR 15-INCH PIPE CULVERT

EACH $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 8

62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

62025-1000 REMOVE AND RESET STONE MASONRY

CUYD $_______________ $___________________

62030-0000 REPOINT STONE MASONRY

2,330

LNFT $_______________ $___________________

62035-0000 CLEAN STONE MASONRY SURFACES

SQYD $_______________ $___________________

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

2,900

SQYD $_______________ $___________________

62401-0400 FURNISHING AND PLACING TOPSOIL, 6-INCH DEPTH

SQYD $_______________ $___________________

62501-0000 TURF ESTABLISHMENT

2.0

ACRE $_______________ $___________________

63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

SQFT $_______________ $___________________

63305-1700 POSTS, WOOD, 4-INCH X 4-INCH

1,300

LNFT $_______________ $___________________

63308-0000 OBJECT MARKER FOR TREE SAVE/PROTECTION

EACH $_______________ $___________________

63313-0000 RUMBLE STRIP

2,800

LNFT $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 9

63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

57,300

LNFT $_______________ $___________________

63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

18,300

LNFT $_______________ $___________________

63405-1300 PAVEMENT MARKINGS, TYPE D, TURN ARROW

EACH $_______________ $___________________

63406-0400 RAISED PAVEMENT MARKER TYPE D

EACH $_______________ $___________________

63406-0500 RAISED PAVEMENT MARKER TYPE E

EACH $_______________ $___________________

63502-0200 TEMPORARY TRAFFIC CONTROL, ADVANCE WARNING ARROW PANEL,

TYPE B

EACH $_______________ $___________________

63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

EACH $_______________ $___________________

63502-2200 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION, INERTIAL BARREL

SYSTEM

EACH $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 10

63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH

CUSHION

EACH $_______________ $___________________

63502-2800 TEMPORARY TRAFFIC CONTROL, REPLACEMENT BARRELS FOR CRASH

CUSHION

EACH $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,550

LNFT $_______________ $___________________

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

3,200

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

115,800

LNFT $_______________ $___________________

63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

10,300

LNFT $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000

LNFT $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE FOR LOD STAKE-OUT

12,191

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $_43.30___________ $___10,392.00________

63610-0000 CONDUIT 3/4 INCH FLEXIBLE LIQUID TIGH

LNFT $_______________ $___________________

63610-2200 CONDUIT, 3-INCH, PVC

1,600

LNFT $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 11

63610-2300 CONDUIT, 3-INCH, RIGID GALVANIZED STEEL (BORED)

LNFT $_______________ $___________________

63610-2900 CONDUIT, 4-INCH, RIGID GALVANIZED STEEL (BORED)

LNFT $_______________ $___________________

63611-0100 WIRE, ELECTRICAL CONDUCTORS, 14 AWG LOOP WIRE ENCASED IN

FLEXIBLE TUBING

LNFT $_______________ $___________________

63611-0100 WIRE, ELECTRICAL CONDUCTORS, 14 AWG - SAWCUT FOR SIGNAL

(LOOP DETECTOR)

LNFT $_______________ $___________________

63611-0300 WIRE, ELECTRICAL CONDUCTORS, 10 AWG

11,000

LNFT $_______________ $___________________

63611-0300 WIRE, ELECTRICAL CONDUCTORS, 10 AWG FURNISH AND INSTALL

STRANDED BARE COPPER GROUND WIRE

5,500

LNFT $_______________ $___________________

63612-0100 LUMINAIRE, TYPE A (400 WATT METAL HALIDE)

EACH $_______________ $___________________

63620-0000 POLE - FURNISH AND INSTALL GROUND ROD - 3/4 INCH DIAMETER x 10

FOOT LENGTH

EACH $_______________ $___________________

63620-0100 POLE, TYPE A (30 FOOT PENDANT POST, WITH BREAKAWAY

TRANSFORMER BASE)

EACH $_______________ $___________________

63620-0200 POLE, TYPE B (30 FOOT PENDANT POST, ANCHOR BASE)

EACH $_______________ $___________________

63621-1000 UTILITY BOX, PULLBOX

EACH $_______________ $___________________

Project: PRA-ROCR 3A6

Estimated Quantity Unit Bid Price Amount Bid

B- 12

63621-3000 UTILITY BOX, JUNCTION BOX

EACH $_______________ $___________________

63641-0100 RELOCATE LUMINAIRE - REMOVE AND DISPOSE OF LIGHTING

STRUCTURE

EACH $_______________ $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-ROCR 3A6

B - 13

BID SUMMARY

Project PRA-ROCR 3A6

(Complete for Pages B-1 through B-12)

(1) Schedule A Bid Total (from Page B-12) $__________________ Contract Administrative Cost for Schedule A

Number of calendar days necessary to complete all Schedule A work from Notice to Proceed (or date specified in the Notice to Proceed) to completion of Schedule A.

(2) calendar days x $2700 per calendar day =

Total Price of Project (for evaluation purposes only)

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

= EVALUATION TOTAL PRICE OF PROJECT

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17 OF THE SF-1442

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�

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67$1'$5'�)250�����5(9��������

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

$87+25,=('�)25�/2&$/�5(352'8&7,21

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35,1&,3$/

6,*1$785(�6�

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,1',9,'8$/�685(7<�,(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,&(

$02817� 127� 72�(;&(('

0,//,21�6� 7+286$1'�6� +81'5('�6� &(176

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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

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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 2005-40 on 04/22/2010)

FAR & TAR CLAUSES INCORPORATED BY REFERENCE

CLAUSE TITLE DATE REMARKS

52.202-1 DEFINITIONS Jul-04 52.203-3 GRATUITIES Apr-84 52.203-5 COVENANT AGAINST CONTINGENT FEES Apr-84 52.203-7 ANTI-KICKBACK PROCEDURES Jul-95 52.203-8 CANCEL & RECOVER 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 LIMITATION ON PAYMENTS TO INFLUENCE CERTAIN FEDERAL TRANSACTIONS Sep-07 52.203-13 CONTRACTOR CODE OF BUSINESS ETHICS AND CONDUCT Dec-08 52.203-14 DISPLAY OF HOTLINE POSTER(S) Dec-07 52.203-15 WHISTLEBLOWER PROTECTIONS UNDER AMERICAN RECOVERY AND REINVESTMENT ACT OF 2009 Mar-09 52.204-4 PRINTING/COPYING DOUBLE-SIDED ON RECYCLED PAPER Aug-00 52.204-7 CENTRAL CONTRACTOR REGISTRATION Apr-08 Contractor Mandatory Internet Data Input 52.204-11 AMERICAN RECOVERY AND REINVESTMENT ACT - REPORTING REQUIREMENTS Mar-09 ARRA - Required 52.209-6 PROTECTING COV. INTEREST WHEN SUBCONTRACTING W/CONT. DEB. SUSP. OR POP. FOR DEB. Sep-06 52.214-5 SUBMISSION OF BIDS Mar-97 52.214-19 CONTRACT AWARD -- SEALED BIDDING-CONSTRUCTION Aug-96 52.214-26 AUDIT AND RECORDS -- SEALED BIDDING Mar-09 52.214-26 ALT 1 AUDIT AND RECORDS -- SEALED BIDDING (ALT 1 - (MAR 09)) Mar-09 52.214-27 PRICE REDUCTION FOR DEFECT. COST OR PRICING DATA - MODIFICATIONS - SEALED BIDDING Oct-97 52.214-28 SUBCONTRACTOR COST OR PRICE DATA -- MODIFICATIONS--SEALED BIDDING Oct-97 52.215-2 AUDIT AND RECORDS - NEGOTIATION (ALT 1 MAR-09) Mar-09 If Applicable 52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS May-04 52.219-9 ALT 1 SMALL BUSINESS SUBCONTRACTING PLAN (ALT 1 - (Oct 01)) Apr-08 Large Business Mandatory Submittal Requirement 52.219-14 LIMITATIONS ON SUBCONTRACTING Dec-96 52.219-16 LIQUIDATED DAMAGES - SUBCONTRACTING PLAN Jan-99 52.222-3 CONVICT LABOR Jun-03 52.222-4 CONTRACT WORK HOURS AND SAFETY STANDARDS ACT -- OVERTIME COMPENSATION Jul-05 52.222-6 DAVIS-BACON ACT Jul-05 Contractor Mandatory Wage Rates Posting 52.222-7 WITHHOLDING OF FUNDS Feb-88 52.222-8 PAYROLLS AND BASIC RECORDS Feb-88 Contractor Weekly Payroll Submittals 52.222-9 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

52.252-2 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. The full text of a clause may be accessed electronically at this address: www.arnet.gov/far/

(End of Clause)

(Updated thru FAC 2005-40 on 04/22/2010)

52.222-14 DISPUTES CONCERNING LABOR STANDARDS Feb-88 52.222-15 CERTIFICATION OF ELIGIBILITY Feb-88 52.222-19 CHILD LABOR - COOPERATION WITH AUTHORITIES AND REMEDIES Aug-09 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 EL Sep-06 52.222-36 AFFIRMATIVE ACTION FOR WORKERS WITH DISABILITIES Jun-98 52.222-37 EMPLOYMENT REPORTS ON SPECIAL DISABLED VETS, VETS OF THE VIETNAM ERA, ET AL Sep-06 Contractor Annual Mandatory Reporting Requirement 52.223-5 POLLUTION PREVENTION AND RIGHT TO KNOW INFORMATION Aug-03 52.223-6 DRUG-FREE WORKPLACE May-01 52.223-14 TOXIC CHEMICAL RELEASE REPORTING Aug-03 Contractor Annual Contractor Reporting Reqt 52.225-13 RESTRICTIONS ON CERTAIN FOREIGN PURCHASES Jun-08 52.227-1 AUTHORIZATION AND CONSENT Dec-07 52.227-2 NOTICE AND ASSISTANCE REGARDING PATENT AND COPYRIGHT INFRINGEMENT Dec-07 52.227-4 PATENT INDEMNITY-CONSTRUCTION CONTRACTS Dec-07 52.227-14 RIGHTS IN DATA - GENERAL Dec-07 52.227-17 RIGHTS IN DATA - SPECIAL WORKS Dec-07 52.228-2 ADDITION BOND SECURITY Oct-97 52.228-5 INSURANCE - WORK ON A GOVERNMENT INSTALLATION Jan-97 Contractor Submittal Requirement 52.228-11 PLEDGES OF ASSETS Sep-09 52.228-12 PROSPECTIVE SUBCONTRACTOR REQUESTS FOR BONDS Oct-95 52.228-14 IRREVOCABLE LETTER OF CREDIT Dec-99 52.228-15 PERFORMANCE AND PAYMENT BONDS - CONSTRUCTION Nov-06 Contractor Submittal Requirement 52.229-2 NORTH CAROLINA STATE AND LOCAL SALES AND USE TAX Apr-84 52.229-3 FEDERAL, STATE, AND LOCAL TAXES Apr-03 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS Sep-02 Contractor Submittal Requirement 52.232-16 PROGRESS PAYMENT Jul-09 52.232-17 INTEREST Oct-08 52.232-23 ASSIGNMENT OF CLAIMS Jan-86 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS Oct-08 52.232-33 PAYMENT BY ELECTRONIC FUNDS TRANSFER - CENTRAL CONTRACTOR REGISTRATION Oct-03 52.233-1 ALT 1 DISPUTES (ALT-1, DEC-91) Jul-02 52.233-3 ALT 1 PROTEST AFTER AWARD (ALT-1, JUN-85) Aug-96 52.233-4 APPLICABLE LAW FOR BREACH OF CONTRACT CLAIM Oct-04 52.236-2 DIFFERING SITE CONDITIONS Apr-84 52.236-3 SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK Apr-84 52.236-5 MATERIAL AND WORKMANSHIP Apr-84 52.236-6 SUPERINTENDENCE BY THE CONTRACTOR Apr-84 52.236-7 PERMITS AND RESPONSIBILITIES Nov-91 52.236-8 OTHER CONTRACTS Apr-84 52.236-9 PROTECTION OF EXIST. VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES & IMPROVEMENTS Apr-84 52.236-10 OPERATIONS AND STORAGE AREAS Apr-84 52.236-11 USE AND POSSESSION PRIOR TO COMPLETION Apr-84 52.236-12 CLEANING UP Apr-84 52.236-13 ACCIDENT PREVENTION Nov-91 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS Apr-84 Contractor Submittal Requirement 52.236-17 LAYOUT OF WORK Apr-84 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION Feb-97 52.236-26 PRECONSTRUCTION CONFERENCE Feb-95

(Updated thru FAC 2005-40 on 04/22/2010)

52.242-13 BANKRUPTCY Jul-95 52.242-14 SUSPENSION OF WORK Apr-84 52.243-4 CHANGES…