Solicitation PRA-ANTI 300(1) 900(1).pdf

Contract No.:

U S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT PRA-ANTI 300(1), 900(1)

ANTIETAM NATIONAL BATTLEFIELD

PMIS No. 44536

Partially Funded Under the American Recovery & Reinvestment Act

SOLICITATION

IFB NO. DTFH71-10-B-00011

This Contract Cites Standard Specifications FP-03

U.S. Customary Units

CONTRACTOR:

ADDRESS:

STATE: MARYLAND

COUNTY: WASHINGTON

PARK / REFUGE / NF: ANTIETAM NATIONAL BATTLEFIELD PARK

ROADWAYS: STATIONS MILES

Battlefield Tour Roads All 7.5 + Trails

PROJECT LENGTH TOTAL: 7.5 + Trails

TYPE OF IMPROVEMENT:

Rehabilitation of roadways and parking areas, Rodman Avenue Bridge over Sherricks Run (structure No. 3120-00IP), Richardson Avenue Bridge, 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 2

Continuation of SF 1442 3 through 4

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-16

*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 through D-3

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-8

Minimum Wage Schedule F-9 through F-11

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1

SPECIFICATIONS

Special Contract Requirements J-1 through J-44

Permits Obtained for this Project 1 through 23

Plans 1 through 203

Pavement Report 1 through 83

Bridge Inspection Report 1 through 23

ARRA Sign Pictographs 1 through 5

* 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 15%. 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.

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 bid 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 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:

NOTICE TO BIDDERS

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 8 of the Standard Form 1442, Solicitation, Offer, and Award (page A-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 8 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-16)

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

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.

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

9. 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.

10. 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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�"������&��*���G��'����, Block 26

Federal Highway Administration

Federal Lands Highway

A/P Branch, AMZ-150

PO Box 25710 or E-MAIL

9-AMC-AMZ-EFL-INVOICES@FAA.GOV

Oklahoma City, OK 73125

CONTINUATION OF SF 1442 3 of 4

Block 2:

This project is RESTRICTED - Bids will be accepted from 8(a) eligible business concerns with Headquarters or bona-fide offices located in Maryland only. 8(a) firms must be Small Business Administration (SBA) certified.

This procurement falls under North American Industry Classification System (NAICS) code 237310 - Highway, Street, and Bridge Construction (see FAR Subpart 19.10)

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. Pavement Report

4. Bridge Inspection Report

5. ARRA Sign Pictographs

6. Permits

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 for Schedule A (Base Contract) cannot be lower than 120 calendar days and cannot exceed 215 calendar days.

The number of calendar days for Schedule B (Government Option 1) cannot be lower than 15 calendar days and cannot exceed 30 calendar days.

The number of calendar days for Schedule C (Government Option 2) cannot be lower than 11 calendar days and cannot exceed 30 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.

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.)

mailto:eflhd.contracts@fhwa.dot.gov�

CONTINUATION OF SF 1442

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.

Block 17:

Amounts should be completed as follows:

Schedule A - $ If additional Schedules and/or Options are included list separately as follows:

Schedule B (Option 1) - $

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17.

Other:

The estimated price is expected to fall within the price range of $3,000,000 to $8,000,000.

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.

http://www.efl.fhwa.dot.gov/contracting/Documents.aspx�

BID SCHEDULE INSTRUCTIONS

PROJECT: PRA-ANTI 300(1), 900(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-9 for Schedule A, Page B-12 for Schedule B, and Page B-14 for Schedule C. 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 (Base Contract) – Roadway and Parking Area Rehabilitation

(15 sites); Bridge Rehabilitation.

Schedule B (Government Option 1) – Maintenance Area and Piper Lane Rehabilitation;

Shull House Parking.

Schedule C (Government Option 2) – Trail Resurfacing; Parking Area Rehabilitation.

The Government will award the project as a Base Contract (Schedule A) with the option to award any, all, or no combinations of Schedules B and C (Government Options 1 and 2);

see FAR Clauses 52.217-4 and 52.217-5.

The purpose of the multiple schedules and options 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 funds and upon receipt of all required funding. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award all or any combination of Schedules B and C (Government Options 1 and 2) at that time. If funding for Schedules B and C (Government Options 1 and 2) is received after award of

Schedule A (Base Contract), the Government has the right to exercise Schedules B and C (Government Options 1 and 2) at the unit prices bid no later than 90 calendar days after the Notice to Proceed of Schedule A (Base Contract).

BIDDING OF CALENDAR DAYS

For each schedule or option of work shown on the Bid Summary page(s), determine the number of calendar days necessary to complete that schedule or option of work from Notice To Proceed of that schedule or option of work to the completion of that schedule or option of work. 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(s).

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.

The number of calendar days specified by the successful bidder for the completion of the awarded combination of Base Contract and Government Option(s) will become the performance period for the contract.

If the Government Option(s) are exercised after the award of the Base Contract, the number of calendar days specified by the successful bidder for that Government Option(s) will become the performance period for that Government Option(s).

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 $2,200 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 or option 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(s). Show the Total Calendar Days Bid for Schedule A (Base Contract) and Schedules B and C (Government Options 1 and 2) if all three schedules are awarded at the same time in the space provided on the Bid Summary page(s).

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 (Base Contract) + Contract Administrative Cost of Schedule A (Base Contract) + Bid Total of Schedule B (Government Option 1) + Contract Administrative Cost of Schedule B (Government Option 1) + Bid Total of Schedule C (Government Option 2) + Contract Administrative Cost of Schedule C (Government Option 2).

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

Project: PRA ANTI 300(1), 900(1)

B-1

Bid Schedule A

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 $___________________

15704-1000 SOIL EROSION CONTROL, PLASTIC LINING

SQYD $_______________ $___________________

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

LNFT $_______________ $___________________

15705-1700 SOIL EROSION CONTROL, FILTER BERM

7,450

LNFT $_______________ $___________________

15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

EACH $_______________ $___________________

15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

EACH $_______________ $___________________

20220-1000 REMOVAL, INDIVIDUAL TREE

EACH $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

ANTIETAM NATIONAL BATTLEFIELD

Bid Schedule A - Base Contract tnguyen Text Box Roadway and Parking Area Rehabilitation (15 sites); Bridge Rehabilitation

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B-2

20301-1100 REMOVAL OF GATE

EACH $_______________ $___________________

20301-2000 REMOVAL OF PIPE END SECTION

EACH $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20302-0400 REMOVAL OF CURB, ASPHALT

LNFT $_______________ $___________________

20302-0500 REMOVAL OF CURB, CONCRETE

LNFT $_______________ $___________________

20302-1400 REMOVAL OF GUARDRAIL, TIMBER

2,310

LNFT $_______________ $___________________

20302-1600 REMOVAL OF PAVED WATERWAY

LNFT $_______________ $___________________

20302-2100 REMOVAL OF PIPE CULVERT

LNFT $_______________ $___________________

20302-2400 REMOVAL OF WHEELSTOPS

LNFT $_______________ $___________________

20303-1500 REMOVAL OF PAVED WATERWAY, STONE

SQYD $_______________ $___________________

20303-1600 REMOVAL OF PAVEMENT, ASPHALT

11,910

SQYD $_______________ $___________________

20303-3200 REMOVAL OF SIDEWALK, CONCRETE

SQYD $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

Bid Schedule A - Base Contract

Estimated Quantity Unit Bid Price Amount Bid

B-3

20401-0000 ROADWAY EXCAVATION

4,590

CUYD $_______________ $___________________

20421-0000 ROCK EXCAVATION

CUYD $_______________ $___________________

20425-1000 DITCH, EXCAVATION

LNFT $_______________ $___________________

20701-0200 EARTHWORK GEOTEXTILE, TYPE I-B

12,290

SQYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25510-0000 SELECT GRANULAR BACKFILL

CUYD $_______________ $___________________

30101-4000 AGGREGATE BASE GRADING C OR D

6,270

TON $_______________ $___________________

30301-3000 SHOULDER AND DITCH RECONDITIONING

40.00

STA $_______________ $___________________

30501-0000 AGGREGATE-TOPSOIL COURSE

1,710

TON $_______________ $___________________

40101-0500 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , TYPE V PAVEMENT ROUGHNESS

9,340

TON $_______________ $___________________

40101-0900 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL

1,810

TON $_______________ $___________________

40401-0000 MINOR HOT ASPHALT CONCRETE

TON $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

Estimated Quantity Unit Bid Price Amount Bid

B-4

40950-0000 ASPHALT SURFACE REMOVAL TREATMENT

2,960

SQYD $_______________ $___________________

41301-0000 ASPHALT PAVEMENT MILLING

70,140

SQYD $_______________ $___________________

55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)

CUYD $_______________ $___________________

55206-0000 REPAIR CONCRETE

CUYD $_______________ $___________________

55210-0000 SEAL CONCRETE SURFACE

SQYD $_______________ $___________________

55211-0000 CLEAN AND RESEAL JOINTS

LNFT $_______________ $___________________

55401-2000 REINFORCING STEEL, EPOXY COATED

LB $_______________ $___________________

60103-0200 CONCRETE, HEADWALL FOR 42-INCH PIPE CULVERT

EACH $_______________ $___________________

60201-0500 15-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1100 42-INCH PIPE CULVERT

LNFT $_______________ $___________________

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

LNFT $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

Estimated Quantity Unit Bid Price Amount Bid

B-5

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60211-0400 END SECTION FOR 12-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT

EACH $_______________ $___________________

60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT

EACH $_______________ $___________________

60403-1100 INLET, TYPE 4D

EACH $_______________ $___________________

60403-1900 INLET, TYPE 6B

EACH $_______________ $___________________

60409-1000 INLET TOP, CONCRETE

EACH $_______________ $___________________

60415-0000 TRENCH DRAIN

EACH $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

60703-0000 CLEANING CULVERTS IN PLACE

LNFT $_______________ $___________________

60705-0000 RECONDITIONING DRAINAGE STRUCTURE

EACH $_______________ $___________________

60801-0200 PAVED WATERWAY, TYPE 2

SQYD $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

Estimated Quantity Unit Bid Price Amount Bid

B-6

60810-0000 DRAINAGE CHUTES

LNFT $_______________ $___________________

60815-0200 RECONDITION PAVED WATERWAY, TYPE 2

SQYD $_______________ $___________________

60901-1700 CURB, CONCRETE, 18-INCH DEPTH

LNFT $_______________ $___________________

60901-2200 CURB, ASPHALT, 5-INCH DEPTH

LNFT $_______________ $___________________

60910-0000 RESET CURB

LNFT $_______________ $___________________

60915-3000 WHEELSTOP, RECYCLED PLASTIC

EACH $_______________ $___________________

61501-0100 SIDEWALK, CONCRETE

SQYD $_______________ $___________________

61501-1100 SIDEWALK, ASPHALT

SQYD $_______________ $___________________

61701-3900 GUARDRAIL SYSTEM SBTA

2,500

LNFT $_______________ $___________________

61701-3950 GUARDRAIL SYSTEM SBTA, MERRIT PARKWAY GUIDERAIL

LNFT $_______________ $___________________

61702-0100 TERMINAL SECTION, TYPE SBT-BAT

EACH $_______________ $___________________

61702-0510 TERMINAL SECTION, TYPE SBT-FAT

11.0000

EACH $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

Estimated Quantity Unit Bid Price Amount Bid

B-7

61702-1000 TERMINAL SECTION, TYPE FAT-MERRITT PARKWAY GUIDERAIL

EACH $_______________ $___________________

61707-3000 STRUCTURE TRANSITION, ABUTTING STEEL BACKED TIMBER

LNFT $_______________ $___________________

61707-3000 STRUCTURE TRANSITION, ABUTTING STEEL BACKED TIMBER

(MERRITT PARKWAY GUIDERAIL)

LNFT $_______________ $___________________

61902-0500 GATE, WOOD, 16 FEET WIDTH

EACH $_______________ $___________________

62001-2000 DIMENSIONED MASONRY, ROCK FACE FINISH

CUYD $_______________ $___________________

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

EACH $_______________ $___________________

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

EACH $_______________ $___________________

62011-0800 STONE MASONRY HEADWALL FOR 42-INCH PIPE CULVERT

EACH $_______________ $___________________

62030-0000 REPOINT STONE MASONRY (RICHARDSON AVE BRIDGE)

LNFT $_______________ $___________________

62031-0000 REPOINT STONE MASONRY

1,070

SQFT $_______________ $___________________

62403-0000 FURNISHING AND PLACING TOPSOIL

CUYD $_______________ $___________________

62502-0000 TURF ESTABLISHMENT

53,220

SQYD $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

Estimated Quantity Unit Bid Price Amount Bid

B-8

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

2,120

SQYD $_______________ $___________________

63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

SQFT $_______________ $___________________

63308-2000 OBJECT MARKER, TYPE 2

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63319-0000 POST SLEEVE

EACH $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

45,380

LNFT $_______________ $___________________

63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $17.80 $14,952.00

63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

EACH $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

Estimated Quantity Unit Bid Price Amount Bid

B-9

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA ANTI 300(1), 900(1)

B-10

Bid Schedule B

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 $___________________

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

LNFT $_______________ $___________________

15705-1700 SOIL EROSION CONTROL, FILTER BERM

LNFT $_______________ $___________________

15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

EACH $_______________ $___________________

20103-0000 CLEARING AND GRUBBING

SQYD $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20303-1600 REMOVAL OF PAVEMENT, ASPHALT

3,180

SQYD $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

ANTIETAM NATIONAL BATTLEFIELD

Bid Schedule B - Option 1 tnguyen

Maintenance Area and Piper Lane Rehabilitation; Shull House Parking

Estimated Quantity Unit Bid Price Amount Bid

B-11

20401-0000 ROADWAY EXCAVATION

1,920

CUYD $_______________ $___________________

20425-1000 DITCH, EXCAVATION

LNFT $_______________ $___________________

20701-0200 EARTHWORK GEOTEXTILE, TYPE I-B

2,270

SQYD $_______________ $___________________

25101-1000 PLACED RIPRAP, CLASS 1

CUYD $_______________ $___________________

25510-0000 SELECT GRANULAR BACKFILL

CUYD $_______________ $___________________

30101-4000 AGGREGATE BASE GRADING C OR D

1,520

TON $_______________ $___________________

40101-0500 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , TYPE V PAVEMENT ROUGHNESS

TON $_______________ $___________________

40101-0900 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL

TON $_______________ $___________________

40950-0000 ASPHALT SURFACE REMOVAL TREATMENT

1,620

SQYD $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

60515-0200 UNDERDRAIN CLEANOUT, 4-INCH

EACH $_______________ $___________________

62403-0000 FURNISHING AND PLACING TOPSOIL

CUYD $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

Bid Schedule B - Option 1

Estimated Quantity Unit Bid Price Amount Bid

B-12

62502-0000 TURF ESTABLISHMENT

3,350

SQYD $_______________ $___________________

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

SQYD $_______________ $___________________

63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

SQFT $_______________ $___________________

63308-2000 OBJECT MARKER, TYPE 2

EACH $_______________ $___________________

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA ANTI 300(1), 900(1)

Bid Schedule B - Option 1

B-13

Bid Schedule C

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 $___________________

20303-1600 REMOVAL OF PAVEMENT, ASPHALT

SQYD $_______________ $___________________

40401-0000 MINOR HOT ASPHALT CONCRETE

TON $_______________ $___________________

40950-0000 ASPHALT SURFACE REMOVAL TREATMENT

3,600

SQYD $_______________ $___________________

62502-0000 TURF ESTABLISHMENT

SQYD $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

Project: PRA ANTI 300(1), 900(1)

ANTIETAM NATIONAL BATTLEFIELD

Bid Schedule C - Option 2 tnguyen

Trail Resurfacing; Parking Area Rehabilitation

Estimated Quantity Unit Bid Price Amount Bid

B-14

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA ANTI 300(1), 900(1)

Bid Schedule C - Option 2

B-15

BID SUMMARY

Project PRA-ANTI 300(1), 900(1)

(Complete for Pages B-1 through B-14)

(1) Schedule A (Base Contract) Bid Total (from Page B-9) $__________________

Contract Administrative Cost for Schedule A (Base Contract) 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 $2200 per calendar day =

(3) Schedule B (Gov’t Option 1) Bid Total (from Page B-12) $__________________

Contract Administrative Cost for Schedule B (Gov’t Option 1) Number of calendar days necessary to complete all Schedule B work from Notice to Proceed for Schedule B (or date specified in the Notice to Proceed) to completion of Schedule B.

(4) calendar days x $2200 per calendar day =

(5) Schedule C (Gov’t Option 2) Bid Total (from Page B-14) $__________________

Contract Administrative Cost for Schedule C (Gov’t Option 2) Number of calendar days necessary to complete all Schedule C work from Notice to Proceed for Schedule C (or date specified in the Notice to Proceed) to completion of Schedule C.

(6) calendar days x $2200 per calendar day =

Total Price of Project (for evaluation purposes only)

(1) Bid Total for Schedule A (Base Contract) . . . . . . . . . . . . . . . . . . . . (1) + (2) Contract Administrative Cost for Schedule A (Base Contract) . . . . (2) + (3) Bid Total for Schedule B (Gov’t Option 1) . . . . . . . . . . . . . . . . . . . (3) + (4) Contract Administrative Cost for Schedule B (Gov’t Option 1) . . . (4) + (5) Bid Total for Schedule C (Gov’t Option 2) . . . . . . . . . . . . . . . . . . . (5) + (6) Contract Administrative Cost for Schedule C (Gov’t Option 2) . . . (6)

= EVALUATION TOTAL PRICE OF PROJECT

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

B-16

BID SUMMARY

Project PRA-ANTI 300(1), 900(1)

(Complete for Pages B-1 through B-14)

Total Calendar Days Bid for Schedule A (Base Contract) and Schedules B and C (Government Options 1 and 2)

If Schedule A (Base Contract) and Schedules B and C (Government Options 1 and 2) are awarded at the same time, the number of calendar days necessary to complete all work is calendar days. (The Total Calendar Days Bid cannot exceed the sum of calendar days bid in items (2), (4), and (6) on page B-15.)

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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 2005-37 on 10/14/2009) 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

52.202-1 DEFINITIONS Jul-04 52.203-3 GRATUITIES Apr-84 52.203-5 COVENANT AGAINST CONTINGENT FEES Apr-84 52.203-7 ANTI-KICKBACK PROCEDURES Sep-06 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 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 WHISLEBLOWER PROCTIONS 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 GOV. INTEREST WHEN SUBCONTRACTING W/ CONT. DEB. SUSP. OR PROP. 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 PRICING DATA--MODIFICATIONS--SEALED BIDDING Oct-97 52.215-2 AUDIT AND RECORDS – Negotiation (Alt 1 Mar-09) Mar-09 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 52.222-14 DISPUTES CONCERNING LABOR STANDARDS Feb-88 52.222-15 CERTIFICATION OF ELIGIBILITY Feb-88 52.222-19 CHILD LABOR – COOPERATIN 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

(Updated thru FAC 2005-37 on 10/14/2009)

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 WITH DISABILITIES Jun-98 52.222-37 EMPLOYMENT. REPORTS ON SPECIAL DISABLED VETS, VETS OF THE VIETNAM ERA, ETAL. Sep-06 Contractor Annual Mandatory Reporting Requirement 52.222-39 NOTIFICATION OF EMPLOYEE RIGHTS CONCERNING PAYMENT OF UNION DUES OR FEES Dec-04 Contractor Mandatory Postings 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 Requirement 52.229-2 North Carolina State and Local Sales and Use Tax Apr-84 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 ADDITIONAL 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 52.229-3 FEDERAL, STATE, AND LOCAL…