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- Recovery - SD PRA BADL 10(5), Badlands Loop Road
- Solicitation number
- DTFH68-09-B-00022
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Invitation for Bid (includes project specifications)
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INVITATION FOR BID
SOLICITATION NUMBER: DTFH68-09-B-00022
PROJECT NUMBER: SD PRA BADL 10(5)
PROJECT NAME: Badlands Loop Road
BID OPENING DATE:
August 18, 2009
This solicitation cites Standard Specifications for Construction of Roads and Bridges
On Federal Highway Projects, FP-03 U.S. Customary Units
ISSUING OFFICE:
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 W. DAKOTA AVENUE, SUITE 360
LAKEWOOD, CO 80228
Web site: www.cflhd.gov/procurement/construction e-mail: CFLContracts@fhwa.dot.gov
PROJECT SD PRA BADL 10(5)
LOCATION Badlands National Park
COUNTY Pennington and Jackson Counties
STATE South Dakota
LENGTH Schedule A: 6.063 miles Schedule B: 9.946 miles Schedule C: 14.552 miles
TYPE OF IMPROVEMENT 3-R rehabilitation, reconstruction, paving, and drainage
TABLE OF CONTENTS
Notice to Bidders ............................................................................................................. A-i
Solicitation, Offer, and Award........................................................................................ A-1
Basis for Award and Bid Schedule ................................................................................ A-4
Bid Bond ..........................................................................................................................B-1
Solicitation Provisions .....................................................................................................B-7
Contract Clauses ..............................................................................................................C-1
Davis Bacon Wage Determination.................................................................................. D-1
Division 100.....................................................................................................................E-1 Division 150...................................................................................................................E-25 Division 200...................................................................................................................E-44 Division 300...................................................................................................................E-46 Division 400...................................................................................................................E-46 Division 500...................................................................................................................E-75 Division 600...................................................................................................................E-81 Division 700...................................................................................................................E-87
APPENDICES
NPDES Permit (Notice of Intent) ......................................................................Appendix A
SPECIAL CONTRACT REQUIREMENTS (SCRs)
The following Special Contract Requirements amend and supplement the Standard Specification for Construction of Roads and Bridges on Federal Highway Projects
NOTICE TO BIDDERS
A-i
ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Block 8). Please submit the following with your bid:
• Pages A-1 and A-2 (SF-1442, Solicitation, Offer & Award)
• Pages A-5 through A-28
• Pages B-1 through B-10
• FAR Provision 52.209-5 Certification Regarding Responsibility Matters, starting on Page B-8
• HUBZone small business concerns electing to waive the evaluation preference, complete
52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, starting on Page C-7
• Large business concerns must submit a Subcontracting Plan with the bid package
Bidders should retain all other pages for their information.
Bids should be submitted in a sealed enveloped and include the Contractor’s Name, Solicitation Number and the Project Number/Name.
The Contractor is fully responsible to verify that all data is correct when an offer is submitted.
Failure to properly update your data may cause the offer to be rejected.
I. PRE-BID INFORMATION
It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm and viewed or downloaded by individual sections, or as an entire plan set, as zip files. Physical data relevant to this solicitation may also be viewed or downloaded at the above site.
This solicitation and subsequent contract are governed by the Federal Acquisition Regulations (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 U.S. Customary Units (FP).
FP-03, Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, 2003, U.S. Customary Units, were utilized for the design of this project. Hard copies of the FP will not be provided to bidders. The FP is available electronically at http://www.cflhd.gov/design/, or may be purchased for $25.53 each by contacting Bob Rosenblatt at Mercury LDO, telephone number 303-210-8639 or email brosenblatt@mercury-ldo.com. Limited numbers of hard copies of the FP will be provided to the awarded Prime Contractor.
Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at www.arnet.gov/far/.
Notice of CCR Registration – you must register in the Central Contract Registration (CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart 4.1103(c). Register online at www.ccr.gov or call toll free: 888-227-2423.
A-ii
Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $33.5 million. If your average annual gross receipts for the past 3 years are above $33.5 million, you are a large business for this solicitation. If they are below $33.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications on Page B-7. Your small business information is pulled into the Online Representations and Certifications Application (ORCA) website from the Central Contractor Registration (CCR). Please include NAICS 237310 in your CCR. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the ORCA website at http://orca.bpn.gov.
This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to an apparent low bid submitted by a large business when we also receive a bid from a certified HUBZone small business concern. The 10% factor does not apply to apparent low bids submitted by small businesses. See FAR Clause 52.219-4 Notice of price evaluation preference for HUBZone small business concerns.
In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.236-1, Performance of Work by the Contractor does not apply.
§126.700 of the Code of Federal Regulations (Title 13, Part 126, Subpart G), stated below, will replace the performance of work requirements stated in the above mentioned FAR clause.
A qualified HUBZone SBC receiving a contract under this solicitation for general construction must spend at least 50% of the cost of the contract incurred for personnel on its own employees or employees of other qualified HUBZone SBCs. This requirement may be met by expending at least 50% of the cost of the contract incurred for personnel on its employees or it may subcontract at least 35% of the cost of the contract performance incurred for personnel to one or more qualified HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50% of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.
Bid Guarantee – Follow the requirements of FAR Clause 52.228-1 Bid Guarantee and Subpart
102.03 of the FP.
ATTENTION: Minority, Women-owned, and Disadvantaged Business Enterprises (DBEs). The Department of Transportation (DOT), offers working capital financing and bonding assistance for transportation related contracts. DOT's Bonding Assistance Program (BAP) offers bid, performance and payment bonds on contracts up to $1,000,000. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $500,000 with interest at the prime rate. For further information, call (800) 532-1169. Internet address:
http://osdbuweb.dot.gov.
Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small
A-iii disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.
FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $1 million, is required to submit a subcontracting plan prior to contract award.
The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. To view and download a sample plan for subcontracting requirements, visit http://www.cflhd.gov/procurement/construction/reference-links.cfm. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO with its bid package, that bidder may be ineligible for award of the contract.
Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) http://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.
A list of currently known business concerns owned and controlled by socially and economically disadvantaged individuals and/or women-owned small business concerns that have indicated an interest in participating in highway construction is available at http://www.ccr.gov
Request for Technical Information – Questions relative to the plans and SCRs for this solicitation will only be accepted in writing (see Block 9 on page A-3).
TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE
ACCEPTED AFTER 4 P.M. ON AUGUST 12, 2009.
Questions can be submitted to CFLContracts@fhwa.dot.gov. Questions and answers will be posted at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm
Modifications to Bids - Bids may be modified or withdrawn by facsimile or telegraphic notice, if such notice is received prior to the time specified for receipt of bids. The Government will not be responsible for ANY failure attributable to the transmission or receipt of telegraphic or facsimile data. See FAR Provision 52.214-5, Submission of Bids.
FAX Number to submit modifications to bids for this project is (720) 963-3360
II. Post Award Information.
Insurance requirements - See Subsection 107.05 of the FP.
A-1
SOLICITATION, OFFER
AND AWARD
(Construction, Alteration or Repair)
1. SOLICITATION NO.
DTFH68-09-B-00022
2. TYPE OF SOLICITATION
SEALED BID (IFB)
NEGOTIATED (RFP)
3. DATE ISSUED
July 15, 2009
PAGE OF
PAGES
IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.
4. CONTRACT NO.
5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.
SD PRA BADL 10(5), Badlands Loop Road
7. ISSUED BY:
FEDERAL HIGHWAY ADMINISTRATION
CENTRAL FEDERAL LANDS DIVISION
12300 WEST DAKOTA AVENUE, SUITE 167
LAKEWOOD, COLORADO 80228
CODE: 69050001 8. ADDRESS OFFER TO:
FEDERAL HIGHWAY ADMINISTRATION
CENTRAL FEDERAL LANDS HIGHWAY DIVSION
ATTN: Tiffany Atchison
12300 WEST DAKOTA AVENUE, SUITE 360
LAKEWOOD, COLORADO 80228
9. FOR INFORMATION CALL
SEE PAGE A-3
A. NAME:
SEE PAGE A-3
B. TELEPHONE NO. (Include area code)
SEE PAGE A-3
SOLICITATION
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:
CONSTRUCTION OF SD PRA BADL 10(5), BADLANDS LOOP ROAD, IN STRICT ACCORDANCE WITH:
1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)
2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES
3. SPECIAL CONTRACT REQUIREMENTS
4. PLANS
5. BID SCHEDULE
6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY
PROJECTS
7. SUBCONTRACTING PLAN (IF APPLICABLE)
See Subsection 104.04 of the FP for governing order of precedence
*See subsection 108.01 of the SCRs
11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable.
12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO
12B. CALENDAR DAYS
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m.
local time on August 18, 2009. If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee is is not required.
C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.
NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)
Prescribed by GSA FAR (48 CFR) 53-236-1(d)
X
X
X
X
X
A-2
GPO: 1985 0 - 469-796 STANDARD FORM 1442 BACK (REV. 4-85)
OFFEROR (Must be fully completed by offeror)
15. TELEPHONE NO. (Include area code)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)
CODE FACILITY CODE
16. REMITTANCE ADDRESS (Include only if different than Item 14)
17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing with calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)
AMOUNTS
SEE INDIVIDUAL BID SCHEDULE(S)
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.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED
TO SIGN OFFER (Type or print)
20B. SIGNATURE
20C. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT
23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27
(4 copies unless otherwise specified)
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
□ 15 U.S.C. 637( ) □ 41 U.S.C. 253(c)( )
26. ADMINISTERED BY CODE:
27. PAYMENT WILL BE MADE BY
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 W. DAKOTA AVENUE, SUITE 167
LAKEWOOD, COLORADO 80228
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office.)
Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by
(a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.
29. AWARD (Contractor is not required to sign this document.)
Your offer on this solicitation is hereby accepted as to the items listed.
This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.
No further contractual document is necessary.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON
AUTHORIZED TO SIGN (Type or print)
31A. NAME OF CONTRACTING OFFICER (Type or print)
30B. SIGNATURE
30C. DATE 31B. UNITED STATES OF AMERICA
BY
31C. AWARD DATE
A-3
Block 8: LOCATION OF PUBLIC BID OPENING: Offers must be received by designated date and time as stated in Block 13A.
Block 9: FOR GENERAL INFORMATION: Call 720-963-3354 or 720-963-3353 from the hours of 6 a.m. to 4 p.m. (mountain time) or e-mail us at CFLContracts@fhwa.dot.gov.
FOR TECHNICAL INFORMATION (plans and specifications): Questions must be submitted in writing by e-mail at CFLContracts@fhwa.dot.gov or by fax to 720-963-3360.
FOR PHYSICAL DATA: The following data is available electronically at www.cflhd.gov/procurement/construction/advertised-projects.cfm :
Geotechnical/Pavement Report, December, 2004
Mix Design Final Report, December 6, 2005
Block 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15 Performance and
Payment Bonds-Construction (Clauses begin on page C-1) and Subsection 102.06 of the FP.
Block 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee (Provisions begin on page
B-1) and Subsection 102.03 Bid Guarantee of the FP.
Block 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO ACKNOWLEDGE
AMENDMENTS BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION
MAY RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to www.fbo.gov and/or http://www.cflhd.gov/procurement/construction/advertised-projects.cfm.
Block 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the FP.
ESTIMATED PRICE: The project’s largest schedule is between $10 and $20 million.
A-4
Bid Schedule Instructions
BIDDERS, PLEASE NOTE: Before preparing the bid, carefully read the Solicitation Provisions.
This Invitation for Bid is comprised of:
Schedule A: 3-R rehabilitation, reconstruction, paving, and drainage on 6.063 miles of roadway.
Schedule B: 3-R rehabilitation, reconstruction, paving, and drainage on 9.946 miles of roadway.
Schedule C: 3-R rehabilitation, reconstruction, paving, and drainage on 1.552 miles of roadway.
• Insert a numeric unit price for each pay item for which a quantity appears in Bid Schedules A, B, and C.
• Multiply the unit price by the quantity for each pay item and show the amount bid.
• When the words “Lump Sum” appear as a unit price, insert an amount for each lump sum pay item.
• Total all amounts bid for each pay item and show the Total on line provided on Page A-12 for Schedule A, Page A-20 for Schedule B, and Page A-28 for Schedule C.
• Complete the Summary Sheet on Page A-29.
Pay Item 15401-0000 Contractor Testing - Bidders must provide prices on two alternative Contractor Testing pay items in two different places in the bid.
On pages A-5, A-13, and A-21 bidders must provide a price for Contractor Testing using a Contractor furnished field laboratory. The price for this alternative bid item will be included in the Total lines for each corresponding schedule on pages A-12, A-20, and A-28. These totals will be used in the evaluation for award.
Bidders must also provide a stand alone price on the bottom of page A-12, A-20 and A-28 for the alternative item, Contractor Testing using a Government furnished field laboratory. This price will not be factored into the evaluation for award.
The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.
Evaluation Factors for Award
To be eligible for award of contract, the offeror shall submit prices for each bid item in Schedule A, Schedule B, and Schedule C necessary to complete all contract work.
Evaluation for award of a contract will consist of Schedule C. If funds are not available to award Schedule C, then Schedule B will be evaluated. If funds are not available to award Schedule B, then Schedule A will be evaluated. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.
Bid Schedule A
SD PRA BADL 10(5)
Badlands Loop Road
Project: SD PRA BADL 10(5)
BADLANDS LOOPS ROAD
A- 5
Bid Schedule
Pay Item No.
Estimated Quantity Unit Bid Price Amount Bid
15101-0000 MOBILIZATION
ALL Lump Sum $___________________
15210-3000 CENTERLINE, VERIFICATION AND STAKING
320.00
STA $_______________ $___________________
15214-3000 SURVEY AND STAKING, PARKING AREA
ALL Lump Sum $___________________
15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE
EACH $_______________ $___________________
15401-0000 CONTRACTOR TESTING
ALL Lump Sum $___________________
15501-0000 CONSTRUCTION SCHEDULE
ALL Lump Sum $___________________
15705-0100 SOIL EROSION CONTROL, SILT FENCE
7,000
LNFT $_______________ $___________________
15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG
1,900
LNFT $_______________ $___________________
15801-0000 WATERING FOR DUST CONTROL
MGAL $_______________ $___________________
20220-1000 REMOVAL, INDIVIDUAL TREE
EACH $_______________ $___________________
20301-0100 REMOVAL OF BOLLARD
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
BADLANDS LOOPS ROAD
(using a Contractor Furnished Field Laboratory)
Pay Item No.
Estimated Quantity Unit Bid Price Amount Bid
A- 6
20301-1400 REMOVAL OF INLET
EACH $_______________ $___________________
20301-1900 REMOVAL OF PIPE CULVERT
EACH $_______________ $___________________
20301-2000 REMOVAL OF PIPE END SECTION
EACH $_______________ $___________________
20301-2400 REMOVAL OF SIGN
EACH $_______________ $___________________
20302-0200 REMOVAL OF CURB (TIMBER)
3,200
LNFT $_______________ $___________________
20302-0400 REMOVAL OF CURB, ASPHALT
1,800
LNFT $_______________ $___________________
20303-3000 REMOVAL OF SIDEWALK, ASPHALT
1,700
SQYD $_______________ $___________________
20310-1000 PLUG, EXISTING PIPE
EACH $_______________ $___________________
20401-0000 ROADWAY EXCAVATION
CUYD $_______________ $___________________
20402-0000 SUBEXCAVATION
1,800
CUYD $_______________ $___________________
20443-0000 BERMS
LNFT $_______________ $___________________
21101-1000 ROADWAY OBLITERATION, METHOD 1
2,200
SQYD $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 7
25101-4000 PLACED RIPRAP, CLASS 4
CUYD $_______________ $___________________
30801-1000 ROADWAY AGGREGATE, METHOD 1
CUYD $_______________ $___________________
40201-1400 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B,
GRADING E
21,000
TON $_______________ $___________________
40205-3000 ANTISTRIP ADDITIVE, TYPE 3
TON $_______________ $___________________
40401-0000 MINOR HOT ASPHALT CONCRETE
TON $_______________ $___________________
40802-0600 COLD RECYCLED ASPHALT BASE COURSE, 7-INCH DEPTH
130,000
SQYD $_______________ $___________________
40805-1200 EMULSIFIED ASPHALT, GRADE CSS-1 (CSS-1, CSS-1H, SS-1 OR SS-1H
1,200
TON $_______________ $___________________
40806-0000 CEMENT
TON $_______________ $___________________
40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR
SS-1H
TON $_______________ $___________________
41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
TON $_______________ $___________________
41105-0000 BLOTTER
1,000
TON $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 8
41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
TON $_______________ $___________________
60201-0800 24-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
1,300
LNFT $_______________ $___________________
60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
LNFT $_______________ $___________________
60201-0900 30-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
LNFT $_______________ $___________________
60201-1000 36-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
LNFT $_______________ $___________________
60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
LNFT $_______________ $___________________
60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
EACH $_______________ $___________________
60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 9
60403-1900 INLET, TYPE 6B
EACH $_______________ $___________________
60406-0000 INLET ADJUSTMENT
EACH $_______________ $___________________
60601-0000 SPILLWAY ASSEMBLY
EACH $_______________ $___________________
60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH
EACH $_______________ $___________________
60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH
EACH $_______________ $___________________
60704-0000 CLEANING CULVERT IN PLACE
EACH $_______________ $___________________
60901-2300 CURB, ASPHALT, 6-INCH DEPTH
1,500
LNFT $_______________ $___________________
60901-8000 CURB, TIMBER
6,000
LNFT $_______________ $___________________
60908-1000 PAVED DITCH, ASPHALT
SQYD $_______________ $___________________
61501-1100 SIDEWALK, ASPHALT
1,624
SQYD $_______________ $___________________
61505-1000 ACCESSIBILITY RAMP, CONCRETE
EACH $_______________ $___________________
61901-0000 FENCE
1,500
LNFT $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 10
62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
HOUR $_______________ $___________________
62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND
BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90
HP
HOUR $_______________ $___________________
62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER
HOUR $_______________ $___________________
62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE
HOUR $_______________ $___________________
62202-1000 MATERIALS TRANSFER VEHICLE
ALL Lump Sum $___________________
62301-0000 GENERAL LABOR
HOUR $_______________ $___________________
62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
HOUR $_______________ $___________________
62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES
HOUR $_______________ $___________________
62512-1000 SEEDING, HYDRAULIC METHOD
SLRY $_______________ $___________________
62517-1000 MULCHING, HYDRAULIC METHOD
SLRY $_______________ $___________________
63301-0000 SIGN SYSTEM
EACH $_______________ $___________________
63309-0000 DELINEATOR
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 11
63404-0200 PAVEMENT MARKINGS, TYPE B
GAL $_______________ $___________________
63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW
EACH $_______________ $___________________
63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL
EACH $_______________ $___________________
63502-0700 TEMPORARY TRAFFIC CONTROL, CONE
EACH $_______________ $___________________
63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH
EACH $_______________ $___________________
63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
EACH $_______________ $___________________
63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
EACH $_______________ $___________________
63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B
EACH $_______________ $___________________
63503-0200 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2
LNFT $_______________ $___________________
63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER
LNFT $_______________ $___________________
63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
96,000
LNFT $_______________ $___________________
63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE
1,000
LNFT $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 12
63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
SQFT $_______________ $___________________
63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
2,500
HOUR $_______________ $___________________
63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
HOUR $_______________ $___________________
$_____________________TOTAL
Submitted by:
Name of Bidder
Project: SD PRA BADL 10(5)
BADLANDS LOOPS ROAD
Bid Schedule A
BID SCHEDULE A ALTERNATIVE BID
ITEM 15401-0000, CONTRACTOR TESTING,
USING GOVERNMENT FURNISHED FIELD
LABORATORY $_________________
Bid Schedule B
BADLANDS LOOP ROAD
A- 13
Bid Schedule
Pay Item No.
Estimated Quantity Unit Bid Price Amount Bid
15101-0000 MOBILIZATION
ALL Lump Sum $___________________
15210-3000 CENTERLINE, VERIFICATION AND STAKING
525.00
STA $_______________ $___________________
15214-3000 SURVEY AND STAKING, PARKING AREA
ALL Lump Sum $___________________
15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE
EACH $_______________ $___________________
15401-0000 CONTRACTOR TESTING
ALL Lump Sum $___________________
15501-0000 CONSTRUCTION SCHEDULE
ALL Lump Sum $___________________
15705-0100 SOIL EROSION CONTROL, SILT FENCE
10,500
LNFT $_______________ $___________________
15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG
2,500
LNFT $_______________ $___________________
15801-0000 WATERING FOR DUST CONTROL
MGAL $_______________ $___________________
20220-1000 REMOVAL, INDIVIDUAL TREE
EACH $_______________ $___________________
20301-0100 REMOVAL OF BOLLARD
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
BADLANDS LOOP ROAD
Estimated Quantity Unit Bid Price Amount Bid
A- 14
20301-1400 REMOVAL OF INLET
EACH $_______________ $___________________
20301-1900 REMOVAL OF PIPE CULVERT
EACH $_______________ $___________________
20301-2000 REMOVAL OF PIPE END SECTION
EACH $_______________ $___________________
20301-2400 REMOVAL OF SIGN
EACH $_______________ $___________________
20302-0200 REMOVAL OF CURB (TIMBER)
3,800
LNFT $_______________ $___________________
20302-0400 REMOVAL OF CURB, ASPHALT
3,600
LNFT $_______________ $___________________
20303-3000 REMOVAL OF SIDEWALK, ASPHALT
1,900
SQYD $_______________ $___________________
20310-1000 PLUG, EXISTING PIPE
EACH $_______________ $___________________
20401-0000 ROADWAY EXCAVATION
CUYD $_______________ $___________________
20402-0000 SUBEXCAVATION
1,800
CUYD $_______________ $___________________
20443-0000 BERMS
LNFT $_______________ $___________________
21101-1000 ROADWAY OBLITERATION, METHOD 1
2,200
SQYD $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 15
25101-4000 PLACED RIPRAP, CLASS 4
CUYD $_______________ $___________________
30801-1000 ROADWAY AGGREGATE, METHOD 1
CUYD $_______________ $___________________
40201-1400 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B,
GRADING E
32,000
TON $_______________ $___________________
40205-3000 ANTISTRIP ADDITIVE, TYPE 3
TON $_______________ $___________________
40401-0000 MINOR HOT ASPHALT CONCRETE
TON $_______________ $___________________
40802-0600 COLD RECYCLED ASPHALT BASE COURSE, 7-INCH DEPTH
200,000
SQYD $_______________ $___________________
40805-1200 EMULSIFIED ASPHALT, GRADE CSS-1 (CSS-1, CSS-1H, SS-1 OR SS-1H
1,900
TON $_______________ $___________________
40806-0000 CEMENT
1,050
TON $_______________ $___________________
40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR
SS-1H
TON $_______________ $___________________
41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
TON $_______________ $___________________
41105-0000 BLOTTER
1,500
TON $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 16
41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
TON $_______________ $___________________
60201-0800 24-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
1,400
LNFT $_______________ $___________________
60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
LNFT $_______________ $___________________
60201-0900 30-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
LNFT $_______________ $___________________
60201-1000 36-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
LNFT $_______________ $___________________
60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
LNFT $_______________ $___________________
60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
EACH $_______________ $___________________
60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 17
60403-1900 INLET, TYPE 6B
EACH $_______________ $___________________
60406-0000 INLET ADJUSTMENT
EACH $_______________ $___________________
60601-0000 SPILLWAY ASSEMBLY
EACH $_______________ $___________________
60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH
EACH $_______________ $___________________
60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH
EACH $_______________ $___________________
60704-0000 CLEANING CULVERT IN PLACE
EACH $_______________ $___________________
60901-2300 CURB, ASPHALT, 6-INCH DEPTH
3,000
LNFT $_______________ $___________________
60901-8000 CURB, TIMBER
7,200
LNFT $_______________ $___________________
60908-1000 PAVED DITCH, ASPHALT
SQYD $_______________ $___________________
61501-1100 SIDEWALK, ASPHALT
2,100
SQYD $_______________ $___________________
61505-1000 ACCESSIBILITY RAMP, CONCRETE
EACH $_______________ $___________________
61901-0000 FENCE
1,500
LNFT $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 18
62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
HOUR $_______________ $___________________
62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND
BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90
HP
HOUR $_______________ $___________________
62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER
HOUR $_______________ $___________________
62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE
HOUR $_______________ $___________________
62202-1000 MATERIALS TRANSFER VEHICLE
ALL Lump Sum $___________________
62301-0000 GENERAL LABOR
HOUR $_______________ $___________________
62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
HOUR $_______________ $___________________
62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES
HOUR $_______________ $___________________
62512-1000 SEEDING, HYDRAULIC METHOD
SLRY $_______________ $___________________
62517-1000 MULCHING, HYDRAULIC METHOD
SLRY $_______________ $___________________
63301-0000 SIGN SYSTEM
EACH $_______________ $___________________
63309-0000 DELINEATOR
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 19
63404-0200 PAVEMENT MARKINGS, TYPE B
GAL $_______________ $___________________
63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW
EACH $_______________ $___________________
63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL
EACH $_______________ $___________________
63502-0700 TEMPORARY TRAFFIC CONTROL, CONE
EACH $_______________ $___________________
63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH
EACH $_______________ $___________________
63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
EACH $_______________ $___________________
63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
EACH $_______________ $___________________
63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B
EACH $_______________ $___________________
63503-0200 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2
LNFT $_______________ $___________________
63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER
LNFT $_______________ $___________________
63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
157,600
LNFT $_______________ $___________________
63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE
1,000
LNFT $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 20
63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
SQFT $_______________ $___________________
63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
4,100
HOUR $_______________ $___________________
63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
HOUR $_______________ $___________________
$_____________________TOTAL
Submitted by:
Name of Bidder
Project: SD PRA BADL 10(5)
BADLANDS LOOP ROAD
Bid Schedule B
BID SCHEDULE B ALTERNATIVE BID
ITEM 15401-0000, CONTRACTOR TESTING,
Bid Schedule C
A- 21
Bid Schedule
Pay Item No.
Estimated Quantity Unit Bid Price Amount Bid
15101-0000 MOBILIZATION
ALL Lump Sum $___________________
15210-3000 CENTERLINE, VERIFICATION AND STAKING
768.00
STA $_______________ $___________________
15214-3000 SURVEY AND STAKING, PARKING AREA
ALL Lump Sum $___________________
15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE
EACH $_______________ $___________________
15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES
2.74
STA $_______________ $___________________
15401-0000 CONTRACTOR TESTING
ALL Lump Sum $___________________
15501-0000 CONSTRUCTION SCHEDULE
ALL Lump Sum $___________________
15705-0100 SOIL EROSION CONTROL, SILT FENCE
14,000
LNFT $_______________ $___________________
15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG
2,900
LNFT $_______________ $___________________
15801-0000 WATERING FOR DUST CONTROL
1,000
MGAL $_______________ $___________________
20220-1000 REMOVAL, INDIVIDUAL TREE
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
BADLANDS LOOP ROAD
Estimated Quantity Unit Bid Price Amount Bid
A- 22
20301-0100 REMOVAL OF BOLLARD
EACH $_______________ $___________________
20301-1400 REMOVAL OF INLET
EACH $_______________ $___________________
20301-1900 REMOVAL OF PIPE CULVERT
EACH $_______________ $___________________
20301-2000 REMOVAL OF PIPE END SECTION
EACH $_______________ $___________________
20301-2400 REMOVAL OF SIGN
EACH $_______________ $___________________
20302-0200 REMOVAL OF CURB (TIMBER)
5,500
LNFT $_______________ $___________________
20302-0400 REMOVAL OF CURB, ASPHALT
8,000
LNFT $_______________ $___________________
20303-3000 REMOVAL OF SIDEWALK, ASPHALT
2,700
SQYD $_______________ $___________________
20310-1000 PLUG, EXISTING PIPE
EACH $_______________ $___________________
20401-0000 ROADWAY EXCAVATION
CUYD $_______________ $___________________
20402-0000 SUBEXCAVATION
2,900
CUYD $_______________ $___________________
20443-0000 BERMS
LNFT $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 23
21101-1000 ROADWAY OBLITERATION, METHOD 1
2,500
SQYD $_______________ $___________________
25101-4000 PLACED RIPRAP, CLASS 4
CUYD $_______________ $___________________
30801-1000 ROADWAY AGGREGATE, METHOD 1
CUYD $_______________ $___________________
40201-1400 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B,
GRADING E
45,000
TON $_______________ $___________________
40205-3000 ANTISTRIP ADDITIVE, TYPE 3
TON $_______________ $___________________
40401-0000 MINOR HOT ASPHALT CONCRETE
TON $_______________ $___________________
40802-0500 COLD RECYCLED ASPHALT BASE COURSE, 6-INCH DEPTH
25,700
SQYD $_______________ $___________________
40802-0600 COLD RECYCLED ASPHALT BASE COURSE, 7-INCH DEPTH
275,000
SQYD $_______________ $___________________
40805-1200 EMULSIFIED ASPHALT, GRADE CSS-1 (CSS-1, CSS-1H, SS-1 OR SS-1H
2,700
TON $_______________ $___________________
40806-0000 CEMENT
1,600
TON $_______________ $___________________
40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR
SS-1H
TON $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 24
41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
TON $_______________ $___________________
41105-0000 BLOTTER
2,200
TON $_______________ $___________________
41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
TON $_______________ $___________________
50101-0900 REINFORCED RIGID PAVEMENT, 8-INCH DEPTH, TYPE C
SMOOTHNESS/ROUGHNESS
SQYD $_______________ $___________________
60201-0800 24-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
1,600
LNFT $_______________ $___________________
60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
LNFT $_______________ $___________________
60201-0900 30-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
LNFT $_______________ $___________________
60201-1000 36-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)
LNFT $_______________ $___________________
60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
LNFT $_______________ $___________________
60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 25
60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (REINFORCED CONCRETE
PIPE)
EACH $_______________ $___________________
60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (CORRUGATED METAL PIPE)
EACH $_______________ $___________________
60403-1900 INLET, TYPE 6B
EACH $_______________ $___________________
60406-0000 INLET ADJUSTMENT
EACH $_______________ $___________________
60601-0000 SPILLWAY ASSEMBLY
EACH $_______________ $___________________
60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH
EACH $_______________ $___________________
60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH
EACH $_______________ $___________________
60704-0000 CLEANING CULVERT IN PLACE
EACH $_______________ $___________________
60901-2300 CURB, ASPHALT, 6-INCH DEPTH
3,000
LNFT $_______________ $___________________
60901-8000 CURB, TIMBER
9,800
LNFT $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 26
60908-1000 PAVED DITCH, ASPHALT
SQYD $_______________ $___________________
61501-1100 SIDEWALK, ASPHALT
2,600
SQYD $_______________ $___________________
61505-1000 ACCESSIBILITY RAMP, CONCRETE
EACH $_______________ $___________________
61901-0000 FENCE
1,500
LNFT $_______________ $___________________
62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
HOUR $_______________ $___________________
62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND
BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90
HP
HOUR $_______________ $___________________
62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER
HOUR $_______________ $___________________
62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE
HOUR $_______________ $___________________
62202-1000 MATERIALS TRANSFER VEHICLE
ALL Lump Sum $___________________
62301-0000 GENERAL LABOR
HOUR $_______________ $___________________
62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
HOUR $_______________ $___________________
62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES
HOUR $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 27
62512-1000 SEEDING, HYDRAULIC METHOD
SLRY $_______________ $___________________
62517-1000 MULCHING, HYDRAULIC METHOD
SLRY $_______________ $___________________
63301-0000 SIGN SYSTEM
EACH $_______________ $___________________
63309-0000 DELINEATOR
EACH $_______________ $___________________
63404-0200 PAVEMENT MARKINGS, TYPE B
GAL $_______________ $___________________
63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW
EACH $_______________ $___________________
63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL
EACH $_______________ $___________________
63502-0700 TEMPORARY TRAFFIC CONTROL, CONE
EACH $_______________ $___________________
63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH
EACH $_______________ $___________________
63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
EACH $_______________ $___________________
63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
EACH $_______________ $___________________
63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B
EACH $_______________ $___________________
Project: SD PRA BADL 10(5)
Estimated Quantity Unit Bid Price Amount Bid
A- 28
63503-0200 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2
LNFT $_______________ $___________________
63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER
LNFT $_______________ $___________________
63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
230,500
LNFT $_______________ $___________________
63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE
1,000
LNFT $_______________ $___________________
63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
SQFT $_______________ $___________________
63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
6,000
HOUR $_______________ $___________________
63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
1,100
HOUR $_______________ $___________________
$_____________________TOTAL
Submitted by:
Name of Bidder
Project: SD PRA BADL 10(5)
BADLANDS LOOP ROAD
Bid Schedule C
BID SCHEDULE C ALTERNATIVE BID
ITEM 15401-0000, CONTRACTOR TESTING,
A-29
BID SUMMARY SHEET
for
Schedule A $_______________
Schedule B $_______________
Schedule C $_______________
A-30
PARTNERING
A Partnership recognizes the Government and the Contractor are both responsible and can affect the successful completion of this project. Partnering is a vehicle to ensure the partnership has structure and quality. It recognizes the strengths of each party and uses those strengths to identify and achieve shared goals. One of the primary objectives of Partnering is to facilitate the resolution of disputes in a timely, professional, and non-adversarial manner with the outcome focused on achieving those shared goals.
CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.
A formal Partnering meeting can help facilitate this relationship by helping do document the parties’ common purpose and goals, and ensuring alignment. The goals are mutually agreed upon and address effective and efficient performance within the scope of the contract.
Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP. Costs of partnering would be in addition to the contract award amount.
Please indicate your desire to participate in a formal partnering meeting on this project.
(___) We would like to participate in a formal partnering meeting.
(___) We do not want to participate in a formal partnering meeting.
A-31
BUY AMERICAN ACT- CONSTRUCTION MATERIALS
UNDER TRADE AGREEMENTS
It is understood and agreed that the materials and components listed in Subpart 25.1 of the FAR are a part of this contract and are deemed to be Domestic Construction Material for the purposes of this contract.
NOTE TO CONTRACTOR:
The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-23 Paragraph (c) & (d) and FAR Provision 52.225-24 Paragraph (b).
Material and/or Component
Construction Material Description
Unit of Measure
Quantity
*Cost Delivered to Job Site
Foreign Construction Material
Comparable Domestic Material
Material and/or Component
Construction Material Description
Unit of Measure
Quantity
*Cost Delivered to Job Site
Foreign Construction Material
Comparable Domestic Material
[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] [Please include name, address, telephone number and contact for suppliers surveyed. Attach copy of response; if oral, attach summary. Include all applicable supporting information.]
A-32
HAZARDOUS MATERIALS
As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.
Hazardous Material
Identification Number
USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS
Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.
Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal…
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