IFB Solicitation - BLRI 2H13 J16.pdf

Contract No.:

U S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT PRA-BLRI 2H13, J16

BLUE RIDGE PARKWAY

PMIS: 90447

SOLICITATION

IFB NO: DTFH71-10-B-00018

This Contract Cites Standard Specifications FP- 03

U.S. Customary Units

CONTRACTOR:

ADDRESS:

STATE: NORTH CAROLINA

COUNTY: BURKE, CALDWELL, AVERY, AND

WATAUGA

PARK / REFUGE / NF: BLUE RIDGE PARKWAY

ROADWAYS: STATIONS MILES

Blue Ridge Parkway (Schedule A) MP 317.5 to MP 312 5.5

Blue Ridge Parkway (Option 1) MP 312 to MP 306 6.0

Blue Ridge Parkway (Option 2) MP 306 to MP 298.4 7.6

PROJECT LENGTH TOTAL: 19.1

TYPE OF IMPROVEMENT:

Resurfacing, drainage and 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 3

*Bid Schedule B-1 through B-18

*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-14

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1

Contract Requirements J-1 through J-59

Section K K-1 through K-4

Permits Obtained for this Project 1 through 62

SPECIFICATIONS On CD

Geotechnical Report – Part I 1 through 105 Geotechnical Report – Part II 1 through 94 Plans 1 through 113

* 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-18)

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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AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

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Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction Office 21400 Ridgetop Circle Sterling, VA 21166-6511

EFLHD-CO

Block 26

Federal Highway Administration Eastern Federal Lands Highway Division A/P Branch, AMZ-150 P O Box 25710 or E-MAIL

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

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 Parts I & II

4. Permits (USACE, NPDSS_ESC, and NCDENR 401 Water Quality)

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 cannot be lower than 100 calendar days and cannot exceed 228 calendar days. The number of calendar days for Schedule B cannot be lower than 90 calendar days and cannot exceed 132 calendar days. The number of calendar days for Schedule C cannot be lower than 175 calendar days and cannot exceed 264 calendar days. Maximum time for Schedule A through Schedule C if awarded at the same time is 563 calendar days. Please note that Schedules A and B overlap by 30 calendar days and Schedules B and C overlap by 30 calendar days.

Work restrictions in SCR Section 108 or 156 that affect Contract Time:

No work will be permitted on Saturdays, Sundays or National legal holidays.

No work will be permitted in October

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.

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 4

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) - $ Schedule C (Option 2) - $

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 project will be split into multiple work schedules/bid options, with the cost of the entire project 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-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-BLRI 2H13, J16

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-5 for Schedule A, Page B-11 for Schedule B, and Page B-17 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) – MP 312.0 to MP 317.5

Schedule B (Government Option 1) – MP 306.0 to MP 312.0

Schedule C (Government Option 2) – MP 298.4 to MP 306.0

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 combinations 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 according to the following schedule:

Schedule B (Government Option 1): No later than 120 calendar days after the Notice To Proceed for Schedule A (Base Contract).

Schedule C (Government Option 2): No later than 180 calendar days after the Notice To Proceed for 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.

Determine the number of calendar days necessary to complete all contract work if all schedules and options are awarded at the same time. 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). 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 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 the 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.

It is assumed that when Schedule B (Government Option 1) is exercised, the Contractor will be ordered to begin Schedule B (Government Option 1) construction operations approximately 30 calendar days prior to the contract completion date of Schedule A (Base Contract) and both will be constructed concurrently for those 30 calendar days.

It is assumed that when Schedule C (Government Option 2) is exercised, the Contractor will be ordered to begin Schedule C (Government Option 2) construction operations approximately 30 calendar days prior to the contract completion date of Schedule B (Option 1) and both will be constructed concurrently for those 30 calendar days.

Bidders are instructed to bid their calendar days for each schedule of work accordingly.

When evaluating the bids, the Government will consider the Contract Administrative Cost for the project to be $3300 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 for the Total Calendar Days Bid 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 Calendar Days Bid for each schedule or option of work 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) + Bid Total of Schedule B (Government Option 1) + Bid Total of Schedule C (Government Option 2) + Contract Administrative Cost for the Total Calendar Days Bid.

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 (Base Contract) - $ .

Schedule B (Government Option 1) - $ .

Schedule C (Government Option 2) - $ .

Project: BLRI 2H13, J16

BLRI 2H13, J16 - SCHEDULE A - MP 312 TO 317.5

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 $___________________

15705-1700 SOIL EROSION CONTROL, FILTER BERM

7,200

LNFT $_______________ $___________________

15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D

EACH $_______________ $___________________

15706-2100 SOIL EROSION CONTROL, FILTER BERM

EACH $_______________ $___________________

20103-0000 CLEARING AND GRUBBING

25,813

SQYD $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20302-0600 REMOVAL OF CURB, STONE

LNFT $_______________ $___________________

20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT

1,400

LNFT $_______________ $___________________

Project: BLRI 2H13, J16

Bid Schedule A (Base Contract)

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2

20425-1000 DITCH, EXCAVATION

LNFT $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

30302-2000 SHOULDER RECONDITIONING

1,000

LNFT $_______________ $___________________

30502-0000 AGGREGATE-TOPSOIL COURSE

28,000

SQYD $_______________ $___________________

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

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE IV ROUGHNESS)

6,000

TON $_______________ $___________________

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

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE VII

SMOOTHNESS/ROUGHNESS)

1,000

TON $_______________ $___________________

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

AGGREGATE, <0.3 MILLION ESAL

8,000

TON $_______________ $___________________

41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

1,000

SQYD $_______________ $___________________

41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

62,000

SQYD $_______________ $___________________

42801-0150 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 2

9,000

SQYD $_______________ $___________________

42801-0250 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 4

1,000

SQYD $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 3

50203-0000 GROUT

CUFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

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

LNFT $_______________ $___________________

60403-1700 INLET, TYPE 6A

EACH $_______________ $___________________

60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

60703-0000 CLEANING CULVERTS IN PLACE

LNFT $_______________ $___________________

60705-0000 RECONDITIONING DRAINAGE STRUCTURE

EACH $_______________ $___________________

60802-0500 PAVED WATERWAY, TYPE 5

1,630

LNFT $_______________ $___________________

60815-0500 RECONDITION PAVED WATERWAY, TYPE 5

1,330

SQYD $_______________ $___________________

60901-4000 CURB, STONE, TYPE 1, 16-INCH DEPTH

LNFT $_______________ $___________________

60910-0000 RESET CURB

1,000

LNFT $_______________ $___________________

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

EACH $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 4

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

EACH $_______________ $___________________

62011-1900 STONE MASONRY HEADWALL FOR DOUBLE 30-INCH PIPE CULVERT

EACH $_______________ $___________________

62026-1000 REMOVE AND RESET STONE MASONRY

SQYD $_______________ $___________________

62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

EACH $_______________ $___________________

62030-0000 REPOINT STONE MASONRY

LNFT $_______________ $___________________

62031-0000 REPOINT STONE MASONRY

SQFT $_______________ $___________________

62502-0000 TURF ESTABLISHMENT

SQYD $_______________ $___________________

63304-1000 SIGNS, ALUMINUM PANELS, TYPE 7 SHEETING

SQFT $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

LNFT $_______________ $___________________

63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID

55,000

LNFT $_______________ $___________________

63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN

10,000

LNFT $_______________ $___________________

63403-0200 PAVEMENT MARKINGS, TYPE B

SQFT $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 5

63502-0800 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 18-INCH

EACH $_______________ $___________________

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

30,000

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,500

SQFT $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $__14.90__________ $_____13,410.00_____

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

HOUR $_______________ $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

64502-0000 LOCATE UTILITIES

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: BLRI 2H13, J16

BLRI 2H13, J16 - SCHEDULE B - MP 306 TO 312

B- 6

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 $___________________

15705-1700 SOIL EROSION CONTROL, FILTER BERM

16,000

LNFT $_______________ $___________________

15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C

EACH $_______________ $___________________

15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D

EACH $_______________ $___________________

15706-2100 SOIL EROSION CONTROL, FILTER BERM

EACH $_______________ $___________________

20103-0000 CLEARING AND GRUBBING

28,160

SQYD $_______________ $___________________

20301-1400 REMOVAL OF INLET

EACH $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

Project: BLRI 2H13, J16

BLRI 2H13, J16 - OPTION 1 - MP 306 TO 312

Bid Schedule B (Government Option 1)

Estimated Quantity Unit Bid Price Amount Bid

B- 7

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20302-0600 REMOVAL OF CURB, STONE

1,380

LNFT $_______________ $___________________

20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT

2,620

LNFT $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

CUYD $_______________ $___________________

20425-1000 DITCH, EXCAVATION

LNFT $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

30302-2000 SHOULDER RECONDITIONING

LNFT $_______________ $___________________

30502-0000 AGGREGATE-TOPSOIL COURSE

30,000

SQYD $_______________ $___________________

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

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE IV ROUGHNESS)

7,000

TON $_______________ $___________________

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

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE VII

SMOOTHNESS/ROUGHNESS)

1,500

TON $_______________ $___________________

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

AGGREGATE, <0.3 MILLION ESAL

9,000

TON $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 8

41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

1,000

SQYD $_______________ $___________________

41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

77,000

SQYD $_______________ $___________________

42801-0150 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 2

3,500

SQYD $_______________ $___________________

42801-0250 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 4

SQYD $_______________ $___________________

50203-0000 GROUT

CUFT $_______________ $___________________

60201-0200 6-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60403-0900 INLET, TYPE 4B

EACH $_______________ $___________________

60403-1700 INLET, TYPE 6A

EACH $_______________ $___________________

60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

60703-0000 CLEANING CULVERTS IN PLACE

LNFT $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 9

60705-0000 RECONDITIONING DRAINAGE STRUCTURE

EACH $_______________ $___________________

60802-0500 PAVED WATERWAY, TYPE 5

2,830

LNFT $_______________ $___________________

60815-0500 RECONDITION PAVED WATERWAY, TYPE 5

3,610

SQYD $_______________ $___________________

60901-4000 CURB, STONE, TYPE 1, 16-INCH DEPTH

1,370

LNFT $_______________ $___________________

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

EACH $_______________ $___________________

62026-1000 REMOVE AND RESET STONE MASONRY

SQYD $_______________ $___________________

62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

EACH $_______________ $___________________

62030-0000 REPOINT STONE MASONRY

LNFT $_______________ $___________________

62031-0000 REPOINT STONE MASONRY

SQFT $_______________ $___________________

62502-0000 TURF ESTABLISHMENT

SQYD $_______________ $___________________

63304-1000 SIGNS, ALUMINUM PANELS, TYPE 7 SHEETING

SQFT $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 10

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

LNFT $_______________ $___________________

63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID

56,000

LNFT $_______________ $___________________

63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN

7,000

LNFT $_______________ $___________________

63403-0200 PAVEMENT MARKINGS, TYPE B

SQFT $_______________ $___________________

63502-0800 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 18-INCH

EACH $_______________ $___________________

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

20,000

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $______14.90_______ $_13,410.00_________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

HOUR $_______________ $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 11

64502-0000 LOCATE UTILITIES

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: BLRI 2H13, J16

BLRI 2H13, J16 - SCHEDULE C - MP298.4 TO 306

B- 12

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 $___________________

15705-1700 SOIL EROSION CONTROL, FILTER BERM

27,000

LNFT $_______________ $___________________

15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C

EACH $_______________ $___________________

15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D

EACH $_______________ $___________________

15706-2100 SOIL EROSION CONTROL, FILTER BERM

EACH $_______________ $___________________

20103-0000 CLEARING AND GRUBBING

35,669

SQYD $_______________ $___________________

20301-1400 REMOVAL OF INLET

EACH $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

Project: BLRI 2H13, J16

BLRI 2H13, J16 - OPTION 2 - MP298.4 TO 306

Bid Schedule C (Government Option 2)

Estimated Quantity Unit Bid Price Amount Bid

B- 13

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20302-0200 REMOVAL OF CURB

6,210

LNFT $_______________ $___________________

20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT

LNFT $_______________ $___________________

20303-3000 REMOVAL OF SIDEWALK, ASPHALT

2,260

SQYD $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

CUYD $_______________ $___________________

20425-1000 DITCH, EXCAVATION

LNFT $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

30302-2000 SHOULDER RECONDITIONING

LNFT $_______________ $___________________

30502-0000 AGGREGATE-TOPSOIL COURSE

36,000

SQYD $_______________ $___________________

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

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE IV ROUGHNESS)

8,500

TON $_______________ $___________________

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

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE VII SMOOTHNESS/

ROUGHNESS)

2,000

TON $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 14

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

AGGREGATE, <0.3 MILLION ESAL

12,000

TON $_______________ $___________________

41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

1,000

SQYD $_______________ $___________________

41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

95,000

SQYD $_______________ $___________________

42801-0150 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 2

3,000

SQYD $_______________ $___________________

42801-0250 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 4

4,000

SQYD $_______________ $___________________

50203-0000 GROUT

CUFT $_______________ $___________________

60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

EACH $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60403-0900 INLET, TYPE 4B

EACH $_______________ $___________________

60403-1700 INLET, TYPE 6A

EACH $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 15

60412-1000 REMOVE AND RESET METAL FRAME AND GRATE

EACH $_______________ $___________________

60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

60703-0000 CLEANING CULVERTS IN PLACE

LNFT $_______________ $___________________

60802-0500 PAVED WATERWAY, TYPE 5

1,120

LNFT $_______________ $___________________

60815-0500 RECONDITION PAVED WATERWAY, TYPE 5

7,600

SQYD $_______________ $___________________

60901-2100 CURB, ASPHALT, 4-INCH DEPTH

6,210

LNFT $_______________ $___________________

60910-0000 RESET CURB

3,000

LNFT $_______________ $___________________

61501-1100 SIDEWALK, ASPHALT

2,400

SQYD $_______________ $___________________

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

EACH $_______________ $___________________

62026-1000 REMOVE AND RESET STONE MASONRY

SQYD $_______________ $___________________

62030-0000 REPOINT STONE MASONRY

5,300

LNFT $_______________ $___________________

62031-0000 REPOINT STONE MASONRY

SQFT $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 16

62502-0000 TURF ESTABLISHMENT

SQYD $_______________ $___________________

63304-1000 SIGNS, ALUMINUM PANELS, TYPE 7 SHEETING

SQFT $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

2,010

LNFT $_______________ $___________________

63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID

96,000

LNFT $_______________ $___________________

63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN

3,000

LNFT $_______________ $___________________

63403-0200 PAVEMENT MARKINGS, TYPE B

SQFT $_______________ $___________________

63403-0800 PAVEMENT MARKINGS, TYPE H

SQFT $_______________ $___________________

63502-0800 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 18-INCH

EACH $_______________ $___________________

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

50,000

LNFT $_______________ $___________________

Project: BLRI 2H13, J16

Estimated Quantity Unit Bid Price Amount Bid

B- 17

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,400

HOUR $__14.90__________ $___20,860.00______

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,200

HOUR $_______________ $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

64502-0000 LOCATE UTILITIES

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: BLRI 2H13, J16

B- 18

BID SUMMARY

Project PRA-BLRI 2H13, J16

(Complete for Pages B-1 through B-17)

(1) Schedule A (Base Contract) Bid Total (from Page B-5) $__________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-11) $__________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-17)

Contract Administrative Cost for Total Calendar Days Bid* If Schedule A (Base Contract), Schedule B (Government Option 1), and Schedule C (Government Option 2) are awarded at the same time, the number of calendar days necessary to complete all contract work (Schedules A, B, and C) from Notice to Proceed (or date specified in the Notice to Proceed) to completion of all contract work.

(4) calendar days x $3300 per calendar day =

Total Price of Project (for evaluation purposes only)

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

= EVALUATION TOTAL PRICE OF PROJECT

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

Calendar Days Bid for Schedules of Work*

If Schedule A (Base Contract), Schedule B (Gov’t Option 1), and Schedule C (Gov’t Option 2) are NOT awarded at the same time, the number of calendar days necessary to complete each schedule of work:

Schedule A (Base Contract) = __________ calendar days Schedule B (Government Option 1) = __________ calendar days Schedule C (Government Option 2) = __________ calendar days

*See Block 11 of the SF-1442 for allowable maximum/minimum calendar days.

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

Yes No

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