W9128F21R0076 - IDCC Roads Ft Randall Specs.pdf

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Attached to: Fort Randall Roads and Ground Maintenance IDCC
Solicitation number: W9128F21R0076
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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SPECIFICATIONS AND

DRAWINGS

Solicitation No. W9128F21R0076

IDCC Road Rehab Fort Randall, SD

May 2021

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

IDCC Road Rehab Fort Randall, SD

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SOLICITATION, OFFER AND AWARD

00 10 00-3 PRICING SCHEDULE

00 21 00 INSTRUCTIONS TO OFFERORS

00 22 00 PROPOSAL INSTRUCTIONS, SUBMISSION REQUIREMENTS AND

EVALUATION

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 GENERAL CONDITIONS (CONTRACT CLAUSES - IFB)

00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00 CONSTRUCTION GENERAL

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.01 24 (SOUTH DAKOTA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING/PAVEMENT DEMOLITION

32 01 17.61 SEALING CRACKS IN ASPHALT PAVEMENTS

32 11 23 MATERIAL STOCKPILING AND CONCRETE AND ASPHALT

CRUSHING/MIXING

32 12 13 BITUMINOUS TACK COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 12 36.13 ASPHALTIC SEAL AND FOG COATS

32 15 00 AGGREGATE BASE AND SURFACE COURSE

32 16 19 CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

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

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

W9128F21R0076

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Contracting Division (CENWO-CT) 1616 Capitol Ave Omaha, Nebraska 68102-4901

The offeror hereby agrees to do all work described in the documents entitled:

IDCC Road Rehab For Fort Randall Dam, SD

RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442), AND SECTION 00 45 00.

ELECTONIC COPIES OF OFFER ARE ACCEPTABLE.

THIS SOLICITATION IS RESTRICTED 100% TO SMALL BUSINESS INTERESTS.

8. ADDRESS OFFER TO

U.S.ARMY CORPS OF ENGINEERS, OMAHA

POC: Constance Ellard (W9128F21R0076) Contracting Division (CENWO-CT) 1616 Capitol Ave Omaha, Nebraska 68102-4901

Constance Ellard (402) 995-2726

1 of 37 ___05/07/2021 local time 06/08/2021

2:00 pm

* See Section 00 73 00

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 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

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

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

31b. UNITED STATES OF AMERICA

31a. NAME OF CONTRACTING OFFICER (Type or print)

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.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 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.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

DUNS Number or Unique Entity Identifier Number:

U.S. Army Engineer District, Omaha 1616 Capitol Ave.

Omaha, Nebraska 68102-4901

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

SEE ATTACHED CLIN SCHEDULE

Contractor’s Fax No.____________ CAGE CODE ________________ Contractor’s E-Mail address_______________

00 10 00 Page 3

PRICING SCHEDULE – BASE YEAR #1

ITEM

NO.

DESCRIPTION

MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT

PRICE

AMOUNT

0100. Construction Support Activities

0100AA Surveying and Field Work 1 EA

0100AB Temporary Storm Water Pollution Control

1 EA

0101. EARTHWORK (31 00 00)

0101AA Mobilization/Demobilization For Unclassified Excavation

1 EA

0101AB Unclassified Excavation

(25-100 CY)

25 CY

0101AC Unclassified Excavation (Over 100 CY)

101 CY

0101AD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA

0101AE Borrow (Government Furnished)

(25-100 CY)

25 CY

0101AF Borrow (Government Furnished) (Over 100 CY)

101 CY

0101AG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA

0101AH Borrow (Contractor Furnished)

(25-100 TON)

25 TON

0101AI Borrow (Contractor Furnished) (Over 100 TON)

101 TON

0101AJ Salvaging, Stockpiling, and Placing Topsoil

50 CY

0101AK Existing Surface Preparation 50 SY

0101AL Ordinary Roadway Shaping 500 SY

0101AM Heavy Roadway Shaping 500 SY

0101AN Mobilization/Demobilization For Riprap Construction

1 EA

0101AO Riprap Placement 500 TON

0101AP Bedding Placement 500 TON

0102. GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22)

00 10 00 Page 4

0102AA Geotextile Fabric (Road Construction)

100 SY

0102AB Geotextile Fabric (Riprap Construction)

100 SY

0102AC Procure Geotextile Fabric (Road Construction)

100 SY

0102AD Procure Geotextile Fabric (Riprap Construction)

100 SY

0103. COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71)

0103AA Mobilization/Demobilization For Cold Milling (Less than 4" Milling Depth)

1 EA

0103AB Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0103AC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY

0103AD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA

0103AE Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0103AF Cold Milling (Over 4" Milling Depth - Over 3000 SY)

3,001 SY

0103AG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA

0103AH Pavement Demolition/Removal 100 SY

0104. SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61)

0104AA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA

0104AB Asphalt Crack Sealing (1,000 FT to 2,500 FT)

1,000 FT

0104AC Asphalt Crack Sealing (Over 2,500 FT)

2,501 FT

0105. MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23)

0105AA Procure Riprap 500 TON

0105AB Procure Spalls 500 TON

0105AC Procure Filter Rock 100 TON $_______ $_______

0105AD Procure Manufactured Sand 100 TON

00 10 00 Page 5

0105AE Procure Other Material - Subbase Course

500 TON

0105AF Procure Other Material - Gravel Cushion Course

500 TON

0105AG Procure Other Material - Aggregate Base Course

500 TON

0105AH Procure Other Material - Gravel Surfacing

500 TON

0105AI Procure Topsoil 100 TON

0105AJ Procure Composting Topsoil 100 TON

0105AK Procure Riprap (Oacoma Location) 500 TON

0105AL Procure Spalls (Oacoma Location) 500 TON

0105AM Procure Other Material – Gravel Surfacing (Oacoma Location)

500 TON

0105AN Procure Other Material – Aggregate Base Course (Oacoma Location)

500 TON

0105AO Procure Topsoil (Oacoma Location) 100 TON

0105AP Mobilization/Demobilization For Crushing & Mixing Operations

1 EA

0105AQ Concrete Crushing 250 TON $_______ $_______

0105AR Asphalt Crushing/Mixing 250 TON

0106. BITUMINOUS TACK COATS (32 12 13)

0106AA Tack Coat Asphalt 5 TON $_______ $_______

0107. HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16)

0107AA Mobilization/Demobilization For Asphalt Concrete Composite

1 EA

0107AB Asphalt Concrete Composite 100 TON

0107AC Mobilization/Demobilization For Potholes Repair

1 EA

0107AD Pothole Repair (Deep Patch) 50 SF $_______ $_______

0108. ASPHALTIC SEAL AND FOG COAT (32 12 36.13)

0108AA Mobilization/Demobilization For Emulsified Asphalt Seal Coat

1 EA

0108AB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

5 TON

00 10 00 Page 6

0108AC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10 TON)

11 TON

0108AD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON

0108AE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON

0108AF Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (1-5

TON)

1 TON

0108AG Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (Over 5 TON)

6 TON

0108AH Flush Seal Aggregate

(10-50 TON)

10 TON

0108AI Flush Seal Aggregate (Over 50 TON)

51 TON

0108AJ Mobilization/Demobilization For Vacuum Sweep

1 EA

0108AK Vacuum Sweep 3,000 SY $_______ $_______

0108AL Mobilization/Demobilization For Power Broom

1 EA

0108AM Power Broom 3,000 SY $_______ $_______

0109. AGGREGATE BASE & SURFACE COURSE (32 15 00)

0109AA Mobilization/Demobilization For Aggregate Base & Surface Course

1 EA

0109AB Subbase Course 250 TON $_______ $_______

0109AC Gravel Cushion Course 250 TON $_______ $_______

0109AD Base Course 250 TON $_______ $_______

0109AE Gravel Surfacing Course 250 TON

0110. CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19)

0110AA Mobilization/Demobilization Concrete Pavement & Sidewalk

(10 CY - 50 CY)

1 EA

0110AB Concrete Pavement & Sidewalk

(10 CY - 50 CY)

10 CY

0110AC Mobilization/Demobilization Concrete Pavement & Sidewalk (Over 50 CY)

1 EA

0110AD Concrete Pavement & Sidewalk (Over 50 CY)

51 CY

00 10 00 Page 7

0110AE Mobilization/Demobilization For Sidewalk Removal

1 EA

0110AF Sidewalk Removal 50 SF $_______ $_______

0110AG Mobilization/Demobilization For Curb and Gutter (Cast)

1 EA

0110AH Curb and Gutter Type B (Cast)

50 FT

0110AI Curb and Gutter Type P (Cast)

50 FT

0110AJ Curb and Gutter Valley Gutter (Cast)

50 FT

0110AK Mobilization/Demobilization For Curb and Gutter (Slip Form)

1 EA

0110AL Curb and Gutter Type B (Slip form)

750 FT

0110AM Curb and Gutter Type P (Slip form)

750 FT

0110AN Epoxy Coated Rebar 50 LB $_______ $_______

0110AO Plain Coated Rebar 50 LB $_______ $_______

0110AP Plain Welded Wire Reinforcement (6x6-W2.1 x W2.1)

50 SF

0110AQ Plain Welded Wire Reinforcement (6x6-W2.9 x W2.9)

50 SF

0110AR Mobilization/Demobilization For Concrete Pump Truck

1 EA

0110AS Concrete Placement – Boom Pump Truck

50 CY

0110AT Mobilization/Demobilization for Concrete Buggy Placement

1 EA

0110AU Concrete Placement - Buggy 50 CY

0110AV Remove and Replace Joint Sealant (200 FT to 600 FT)

200 FT

0110AW Remove and Replace Joint Sealant (Over 600 FT)

601 FT

0111. PAVEMENT MARKING (32 17 23)

0111AA Mobilization/Demobilization For Pavement Marking (reflective, non-reflective, and painted symbols)

1 EA

0111AB Reflective Paint 3,000 FT $_______ $_______

0111AC Non-reflective paint 300 FT $_______ $_______

00 10 00 Page 8

0111AD Non-reflective Painted Symbols

1 EA

0112. SEEDING (32 92 19)

0112AA Mobilization/Demobilization For Seeding & Mulching

1 EA

0112AB Seed & Mulch 300 SY $_______ $_______

0112AC Mobilization/Demobilization For Hydroseeding

1 EA

0112AD Hydroseeding 300 SY $_______ $_______

0112AE Erosion Control Blanket 50 SY $_______ $_______

0113. STORM DRAINAGE UTILITIES (33 40 00)

0113AA Mobilization/Demobilization For Pipe Culvert Construction

1 EA

0113AB Furnish Pipe Culvert (24” RCP Arch Class 2)

20 FT

0113AC Install Pipe Culvert, 0’-5’ Deep (24” RCP Arch Class 2)

20 FT

0113AD Install Pipe Culvert, 5’-10’ Deep (24” RCP Arch Class 2)

20 FT

0113AE Furnish End Section (24” RCP Arch Flared)

1 EA

0113AF Install End Section (24” RCP Arch Flared)

1 EA

0113AG Pipe Culvert Undercut 5 CY

Total Base Year #1 (Items 0100 thru 0113) $__________

00 10 00 Page 9

NOTES:

-Contractor shall be aware that pricing items "Chip Seal Aggregate" and "Flush Seal Aggregate" require the Contractor to vacuum sweep and power broom as part of the application of the seal coat. Costs associated with vacuum sweeping and power brooming in accordance with application of a seal coat shall be included in these pricing items. Pricing items "Vacuum Sweep" and "Power Broom" are separate, standalone pricing items.

-Mobilization/Demobilization prices will cover all costs associated with hauling, transporting, and moving any equipment and/or materials to and from the project site. The Contractor is specifically cautioned that he will only receive one (1) mobilization/demobilization payment for similar pricing items on the same task order. For example, if the Contractor is directed to provide non-reflective pavement striping, reflective pavement striping, and non-reflective painted pavement symbols on the same task order, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee.

Similarly, if the Contractor is directed to place Government Furnished Borrow material in excess of 100 CY, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee, instead of charging a fee for both the first 100 CY of Government Furnished Borrow Material and then a fee for the material in excess of 100 CY.

00 10 00 Page 10

PRICING SCHEDULE - BASE YEAR #2

NO.

DESCRIPTION

MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT

PRICE

AMOUNT

0200. Construction Support Activities

0200AA Surveying and Field Work 1 EA

0200AB Temporary Storm Water Pollution Control

1 EA

0201. EARTHWORK (31 00 00)

0201AA Mobilization/Demobilization

1 EA

0201AB Unclassified Excavation

(25-100 CY)

25 CY

0201AC Unclassified Excavation (Over 100 CY)

101 CY

0201AD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA

0201AE Borrow(Government Furnished)

(25-100 CY)

25 CY

0201AF Borrow(Government Furnished) (Over 100 CY)

101 CY

0201AG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA

0201AH Borrow(Contractor Furnished)

(25-100 TON)

25 TON

0201AI Borrow(Contractor Furnished) (Over 100 TON)

101 TON

0201AJ Salvaging, Stockpiling, and Placing Topsoil

50 CY

0201AK Existing Surface Preparation 50 SY

0201AL Ordinary Roadway Shaping 500 SY

0201AM Heavy Roadway Shaping 500 SY

0201AN Mobilization/Demobilization For Riprap Construction

1 EA

0201AO Riprap Placement 500 TON

0201AP Bedding Placement 500 TON

0202. GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22)

00 10 00 Page 11

0202AA Geotextile Fabric (Road Construction)

100 SY

0202AB Geotextile Fabric (Riprap Construction)

100 SY

0202AC Procure Geotextile Fabric (Road Construction)

100 SY

0202AD Procure Geotextile Fabric (Riprap Construction)

100 SY

0203. COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71)

0203AA Mobilization/Demobilization For Cold Milling (Less than 4" Milling Depth)

1 EA

0203AB Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0203AC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY

0203AD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA

0203AE Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0203AF Cold Milling (Over 4" Milling Depth - Over 3000 SY)

3,001 SY

0203AG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA

0203AH Pavement Demolition/Removal 100 SY

0204. SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61)

0204AA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA

0204AB Asphalt Crack Sealing (1,000 FT to 2,500 FT)

1,000 FT

0204AC Asphalt Crack Sealing (Over 2,500 FT)

2,501 FT

0205. MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23)

0205AA Procure Riprap 500 TON

0205AB Procure Spalls 500 TON

0205AC Procure Filter Rock 100 TON $_______ $_______

0205AD Procure Manufactured Sand 100 TON

00 10 00 Page 12

0205AE Procure Other Material - Subbase Course

500 TON

0205AF Procure Other Material - Gravel Cushion Course

500 TON

0205AG Procure Other Material - Aggregate Base Course

500 TON

0205AH Procure Other Material - Gravel Surfacing

500 TON

0205AI Procure Topsoil 100 TON

0205AJ Procure Composting Topsoil 100 TON

0205AK Procure Riprap (Oacoma Location) 500 TON

0205AL Procure Spalls (Oacoma Location) 500 TON

0205AM Procure Other Material – Gravel Surfacing (Oacoma Location)

500 TON

0205AN Procure Other Material – Aggregate Base Course (Oacoma Location)

500 TON

0205AO Procure Topsoil (Oacoma Location) 100 TON

0205AP Mobilization/Demobilization For Crushing & Mixing Operations

1 EA

0205AQ Concrete Crushing 250 TON $_______ $_______

0205AR Asphalt Crushing/Mixing 250 TON

0206. BITUMINOUS TACK COATS (32 12 13)

0206AA Tack Coat Asphalt 5 TON $_______ $_______

0207. HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16)

0207AA Mobilization/Demobilization

1 EA

0207AB Asphalt Concrete Composite 100 TON

0207AC Mobilization/Demobilization For Potholes Repair

1 EA

0207AD Pothole Repair (Deep Patch) 50 SF $_______ $_______

0208. ASPHALTIC SEAL AND FOG COAT (32 12 36.13)

0208AA Mobilization/Demobilization

1 EA

0208AB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

5 TON

0208AC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10 TON)

11 TON

00 10 00 Page 13

0208AD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON

0208AE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON

0208AF Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (1-5

TON)

1 TON

0208AG Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (Over 5 TON)

6 TON

0208AH Flush Seal Aggregate

(10-50 TON)

10 TON

0208AI Flush Seal Aggregate (Over 50 TON)

51 TON

0208AJ Mobilization/Demobilization For Vacuum Sweep

1 EA

0208AK Vacuum Sweep 3,000 SY $_______ $_______

0208AL Mobilization/Demobilization For Power Broom

1 EA

0208AM Power Broom 3,000 SY $_______ $_______

0209. AGGREGATE BASE & SURFACE COURSE (32 15 00)

0209AA Mobilization/Demobilization For Aggregate Base & Surface Course

1 EA

0209AB Subbase Course 250 TON $_______ $_______

0209AC Gravel Cushion Course 250 TON $_______ $_______

0209AD Base Course 250 TON $_______ $_______

0209AE Gravel Surfacing Course 250 TON

0210. CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19)

0210AA Mobilization/Demobilization Concrete Pavement & Sidewalk

(10 CY - 50 CY)

1 EA

0210AB Concrete Pavement & Sidewalk

(10 CY - 50 CY)

10 CY

0210AC Mobilization/Demobilization Concrete Pavement & Sidewalk (Over 50 CY)

1 EA

0210AD Concrete Pavement & Sidewalk (Over 50 CY)

51 CY

0210AE Mobilization/Demobilization For Sidewalk Removal

1 EA

00 10 00 Page 14

0210AF Sidewalk Removal 50 SF

0210AG Mobilization/Demobilization For Curb and Gutter (Cast)

1 EA

0210AH Curb and Gutter Type B (Cast)

50 FT

0210AI Curb and Gutter Type P (Cast)

50 FT

0210AJ Curb and Gutter Valley Gutter (Cast)

50 FT

0210AK Mobilization/Demobilization For Curb and Gutter (Slip Form)

1 EA

0210AL Curb and Gutter Type B (Slip form)

750 FT

0210AM Curb and Gutter Type P (Slip form)

750 FT

0210AN Epoxy Coated Rebar 50 LB $_______ $_______

0210AO Plain Coated Rebar 50 LB $_______ $_______

0210AP Plain Welded Wire Reinforcement (6x6-W2.1 x W2.1)

50 SF

0210AQ Plain Welded Wire Reinforcement (6x6-W2.9 x W2.9)

50 SF

0210AR Mobilization/Demobilization For Concrete Pump Truck

1 EA

0210AS Concrete Placement – Boom Pump Truck

50 CY

0210AT Mobilization/Demobilization for Concrete Buggy Placement

1 EA

0210AU Concrete Placement - Buggy 50 CY

0210AV Remove and Replace Joint Sealant (200 FT to 600 FT)

200 FT

0210AW Remove and Replace Joint Sealant (Over 600 FT)

601 FT

0211. PAVEMENT MARKING (32 17 23)

0211AA Mobilization/Demobilization non-reflective, and painted symbols)

1 EA

0211AB Reflective Paint 3,000 FT $_______ $_______

0211AC Non-reflective paint 300 FT $_______ $_______

0211AD Non-reflective Painted Symbols

1 EA

00 10 00 Page 15

0212. SEEDING (32 92 19)

0212AA Mobilization/Demobilization For Seeding & Mulching

1 EA

0212AB Seed & Mulch 300 SY $_______ $_______

0212AC Mobilization/Demobilization For Hydroseeding

1 EA

0212AD Hydroseeding 300 SY $_______ $_______

0212AE Erosion Control Blanket 50 SY $_______ $_______

0213. STORM DRAINAGE UTILITIES (33 40 00)

0213AA Mobilization/Demobilization For Pipe Culvert Construction

1 EA

0213AB Furnish Pipe Culverts (24” RCP Arch Class 2)

20 FT

0213AC Install Pipe Culverts, 0’-5’ Deep (24” RCP Arch Class 2)

20 FT

0213AD Install Pipe Culverts, 5’-10’ Deep (24” RCP Arch Class 2)

20 FT

0213AE Furnish End Sections (24” RCP Arch Flared)

1 EA

0213AF Install End Sections (24” RCP Arch Flared)

1 EA

0213AG Pipe Culvert Undercut 5 CY

Total Base Year #2 (Items 0200 thru 0213) $__________

00 10 00 Page 16

PRICING SCHEDULE - BASE YEAR #3

NO.

DESCRIPTION

MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT

PRICE

AMOUNT

0300. Construction Support Activities

0300AA Surveying and Field Work 1 EA

0300AB Temporary Storm Water Pollution Control

1 EA

0301. EARTHWORK (31 00 00)

0301AA Mobilization/Demobilization

1 EA

0301AB Unclassified Excavation

(25-100 CY)

25 CY

0301AC Unclassified Excavation (Over 100 CY)

101 CY

0301AD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA

0301AE Borrow(Government Furnished)

(25-100 CY)

25 CY

0301AF Borrow(Government Furnished) (Over 100 CY)

101 CY

0301AG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA

0301AH Borrow(Contractor Furnished)

(25-100 TON)

25 TON

0301AI Borrow(Contractor Furnished) (Over 100 TON)

101 TON

0301AJ Salvaging, Stockpiling, and Placing Topsoil

50 CY

0301AK Existing Surface Preparation 50 SY

0301AL Ordinary Roadway Shaping 500 SY

0301AM Heavy Roadway Shaping 500 SY

0301AN Mobilization/Demobilization For Riprap Construction

1 EA

0301AO Riprap Placement 500 TON

0301AP Bedding Placement 500 TON

0302. GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22)

00 10 00 Page 17

0302AA Geotextile Fabric (Road Construction)

100 SY

0302AB Geotextile Fabric (Riprap Construction)

100 SY

0302AC Procure Geotextile Fabric (Road Construction)

100 SY

0302AD Procure Geotextile Fabric (Riprap Construction)

100 SY

0303. COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71)

0303AA Mobilization/Demobilization For Cold Milling (Less than 4" Milling Depth)

1 EA

0303AB Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0303AC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY

0303AD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA

0303AE Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0303AF Cold Milling (Over 4" Milling Depth - Over 3000 SY)

3,001 SY

0303AG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA

0303AH Pavement Demolition/Removal 100 SY

0304. SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61)

0304AA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA

0304AB Asphalt Crack Sealing (1,000 FT to 2,500 FT)

1,000 FT

0304AC Asphalt Crack Sealing (Over 2,500 FT)

2,501 FT

0305. MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23)

0305AA Procure Riprap 500 TON

0305AB Procure Spalls 500 TON

0305AC Procure Filter Rock 100 TON $_______ $_______

0305AD Procure Manufactured Sand 100 TON

00 10 00 Page 18

0305AE Procure Other Material - Subbase Course

500 TON

0305AF Procure Other Material - Gravel Cushion Course

500 TON

0305AG Procure Other Material - Aggregate Base Course

500 TON

0305AH Procure Other Material - Gravel Surfacing

500 TON

0305AI Procure Topsoil 100 TON

0305AJ Procure Composting Topsoil 100 TON

0305AK Procure Riprap (Oacoma Location) 500 TON

0305AL Procure Spalls (Oacoma Location) 500 TON

0305AM Procure Other Material – Gravel Surfacing (Oacoma Location)

500 TON

0305AN Procure Other Material – Aggregate Base Course (Oacoma Location)

500 TON

0305AO Procure Topsoil (Oacoma Location) 100 TON

0305AP Mobilization/Demobilization For Crushing & Mixing Operations

1 EA

0305AQ Concrete Crushing 250 TON $_______ $_______

0305AR Asphalt Crushing/Mixing 250 TON

0306. BITUMINOUS TACK COATS (32 12 13)

0306AA Tack Coat Asphalt 5 TON $_______ $_______

0307. HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16)

0307AA Mobilization/Demobilization

1 EA

0307AB Asphalt Concrete Composite 100 TON

0307AC Mobilization/Demobilization For Potholes Repair

1 EA

0307AD Pothole Repair (Deep Patch) 50 SF

0308. ASPHALTIC SEAL AND FOG COAT (32 12 36.13)

0308AA Mobilization/Demobilization

1 EA

0308AB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

00 10 00 Page 19

0308AC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10 TON)

11 TON

0308AD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON

0308AE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON

0308AF Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (1-5

TON)

1 TON

0308AG Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (Over 5 TON)

6 TON

0308AH Flush Seal Aggregate

(10-50 TON)

10 TON

0308AI Flush Seal Aggregate (Over 50 TON)

51 TON

0308AJ Mobilization/Demobilization For Vacuum Sweep

1 EA

0308AK Vacuum Sweep 3,000 SY $_______ $_______

0308AL Mobilization/Demobilization For Power Broom

1 EA

0308AM Power Broom 3,000 SY $_______ $_______

0309. AGGREGATE BASE & SURFACE COURSE (32 15 00)

0309AA Mobilization/Demobilization For Aggregate Base & Surface Course

1 EA

0309AB Subbase Course 250 TON $_______ $_______

0309AC Gravel Cushion Course 250 TON $_______ $_______

0309AD Base Course 250 TON $_______ $_______

0309AE Gravel Surfacing Course 250 TON

0310. CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19)

0310AA Mobilization/Demobilization Concrete Pavement & Sidewalk

(10 CY - 50 CY)

1 EA

0310AB Concrete Pavement & Sidewalk

(10 CY - 50 CY)

10 CY

0310AC Mobilization/Demobilization Concrete Pavement & Sidewalk (Over 50 CY)

1 EA

0310AD Concrete Pavement & Sidewalk (Over 50 CY)

00 10 00 Page 20

0310AE Mobilization/Demobilization For Sidewalk Removal

1 EA

0310AF Sidewalk Removal 50 SF

0310AG Mobilization/Demobilization For Curb and Gutter (Cast)

1 EA

0310AH Curb and Gutter Type B (Cast)

50 FT

0310AI Curb and Gutter Type P (Cast)

50 FT

0310AJ Curb and Gutter Valley Gutter (Cast)

50 FT

0310AK Mobilization/Demobilization For Curb and Gutter (Slip Form)

1 EA

0310AL Curb and Gutter Type B (Slip form)

750 FT

0310AM Curb and Gutter Type P (Slip form)

750 FT

0310AN Epoxy Coated Rebar 50 LB $_______ $_______

0310AO Plain Coated Rebar 50 LB $_______ $_______

0310AP Plain Welded Wire Reinforcement (6x6-W2.1 x W2.1)

50 SF

0310AQ Plain Welded Wire Reinforcement (6x6-W2.9 x W2.9)

50 SF

0310AR Mobilization/Demobilization For Concrete Pump Truck

1 EA

0310AS Concrete Placement – Boom Pump Truck

50 CY

0310AT Mobilization/Demobilization for Concrete Buggy Placement

1 EA

0310AU Concrete Placement - Buggy 50 CY

0310AV Remove and Replace Joint Sealant (200 FT to 600 FT)

200 FT

0310AW Remove and Replace Joint Sealant (Over 600 FT)

601 FT

0311. PAVEMENT MARKING (32 17 23)

0311AA Mobilization/Demobilization non-reflective, and painted symbols)

1 EA

0311AB Reflective Paint 3,000 FT $_______ $_______

0311AC Non-reflective paint 300 FT $_______ $_______

00 10 00 Page 21

0311AD Non-reflective Painted Symbols

1 EA

0312. SEEDING (32 92 19)

0312AA Mobilization/Demobilization For Seeding & Mulching

1 EA

0312AB Seed & Mulch 300 SY $_______ $_______

0312AC Mobilization/Demobilization For Hydroseeding

1 EA

0312AD Hydroseeding 300 SY $_______ $_______

0312AE Erosion Control Blanket 50 SY $_______ $_______

0313. STORM DRAINAGE UTILITIES (33 40 00)

0313AA Mobilization/Demobilization For Pipe Culvert Construction

1 EA

0313AB Furnish Pipe Culverts (24” RCP Arch Class 2)

20 FT

0313AC Install Pipe Culverts, 0’-5’ Deep (24” RCP Arch Class 2)

20 FT

0313AD Install Pipe Culverts, 5’-10’ Deep (24” RCP Arch Class 2)

20 FT

0313AE Furnish End Sections (24” RCP Arch Flared)

1 EA

0313AF Install End Sections (24” RCP Arch Flared)

1 EA

0313AG Pipe Culvert Undercut 5 CY

Total Base Year #3 (Items 0300 thru 0313) $__________

00 10 00 Page 22

00 10 00 Page 23

PRICING SCHEDULE - BASE YEAR #4

NO.

DESCRIPTION

MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT

PRICE

AMOUNT

0400. Construction Support Activities

0400AA Surveying and Field Work 1 EA

0400AB Temporary Storm Water Pollution Control

1 EA

0401. EARTHWORK (31 00 00)

0401AA Mobilization/Demobilization

1 EA

0401AB Unclassified Excavation

(25-100 CY)

25 CY

0401AC Unclassified Excavation (Over 100 CY)

101 CY

0401AD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA

0401AE Borrow(Government Furnished)

(25-100 CY)

25 CY

0401AF Borrow(Government Furnished) (Over 100 CY)

101 CY

0401AG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA

0401AH Borrow(Contractor Furnished)

(25-100 TON)

25 TON

0401AI Borrow(Contractor Furnished) (Over 100 TON)

101 TON

0401AJ Salvaging, Stockpiling, and Placing Topsoil

50 CY

0401AK Existing Surface Preparation 50 SY

0401AL Ordinary Roadway Shaping 500 SY

0401AM Heavy Roadway Shaping 500 SY

0401AN Mobilization/Demobilization For Riprap Construction

1 EA

0401AO Riprap Placement 500 TON

0401AP Bedding Placement 500 TON

0402. GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22)

00 10 00 Page 24

0402AA Geotextile Fabric (Road Construction)

100 SY

0402AB Geotextile Fabric (Riprap Construction)

100 SY

0402AC Procure Geotextile Fabric (Road Construction)

100 SY

0402AD Procure Geotextile Fabric (Riprap Construction)

100 SY

0403. COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71)

0403AA Mobilization/Demobilization For Cold Milling (Less than 4" Milling Depth)

1 EA

0403AB Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0403AC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY

0403AD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA

0403AE Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0403AF Cold Milling (Over 4" Milling Depth - Over 3000 SY)

3,001 SY

0403AG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA

0403AH Pavement Demolition/Removal 100 SY

0404. SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61)

0404AA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA

0404AB Asphalt Crack Sealing (1,000 FT to 2,500 FT)

1,000 FT

0404AC Asphalt Crack Sealing (Over 2,500 FT)

2,501 FT

0405. MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23)

0405AA Procure Riprap 500 TON

0405AB Procure Spalls 500 TON

0405AC Procure Filter Rock 100 TON $_______ $_______

0405AD Procure Manufactured Sand 100 TON

00 10 00 Page 25

0405AE Procure Other Material - Subbase Course

500 TON

0405AF Procure Other Material - Gravel Cushion Course

500 TON

0405AG Procure Other Material - Aggregate Base Course

500 TON

0405AH Procure Other Material - Gravel Surfacing

500 TON

0405AI Procure Topsoil 100 TON

0405AJ Procure Composting Topsoil 100 TON

0405AK Procure Riprap (Oacoma Location) 500 TON

0405AL Procure Spalls (Oacoma Location) 500 TON

0405AM Procure Other Material – Gravel Surfacing (Oacoma Location)

500 TON

0405AN Procure Other Material – Aggregate Base Course (Oacoma Location)

500 TON

0405AO Procure Topsoil (Oacoma Location) 100 TON

0405AP Mobilization/Demobilization For Crushing & Mixing Operations

1 EA

0405AQ Concrete Crushing 250 TON $_______ $_______

0405AR Asphalt Crushing/Mixing 250 TON

0406. BITUMINOUS TACK COATS (32 12 13)

0406AA Tack Coat Asphalt 5 TON $_______ $_______

0407. HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16)

0407AA Mobilization/Demobilization

1 EA

0407AB Asphalt Concrete Composite 100 TON

0407AC Mobilization/Demobilization For Potholes Repair

1 EA

0407AD Pothole Repair (Deep Patch) 50 SF

0408. ASPHALTIC SEAL AND FOG COAT (32 12 36.13)

0408AA Mobilization/Demobilization

1 EA

0408AB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

00 10 00 Page 26

0408AC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10 TON)

11 TON

0408AD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON

0408AE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON

0408AF Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (1-5

TON)

1 TON

0408AG Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (Over 5 TON)

6 TON

0408AH Flush Seal Aggregate

(10-50 TON)

10 TON

0408AI Flush Seal Aggregate (Over 50 TON)

51 TON

0408AJ Mobilization/Demobilization For Vacuum Sweep

1 EA

0408AK Vacuum Sweep 3,000 SY $_______ $_______

0408AL Mobilization/Demobilization For Power Broom

1 EA

0408AM Power Broom 3,000 SY $_______ $_______

0409. AGGREGATE BASE & SURFACE COURSE (32 15 00)

0409AA Mobilization/Demobilization For Aggregate Base & Surface Course

1 EA

0409AB Subbase Course 250 TON $_______ $_______

0409AC Gravel Cushion Course 250 TON $_______ $_______

0409AD Base Course 250 TON $_______ $_______

0409AE Gravel Surfacing Course 250 TON

0410. CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19)

0410AA Mobilization/Demobilization Concrete Pavement & Sidewalk

(10 CY - 50 CY)

1 EA

0410AB Concrete Pavement & Sidewalk

(10 CY - 50 CY)

10 CY

0410AC Mobilization/Demobilization Concrete Pavement & Sidewalk (Over 50 CY)

1 EA

0410AD Concrete Pavement & Sidewalk (Over 50 CY)

00 10 00 Page 27

0410AE Mobilization/Demobilization For Sidewalk Removal

1 EA

0410AF Sidewalk Removal 50 SF

0410AG Mobilization/Demobilization For Curb and Gutter (Cast)

1 EA

0410AH Curb and Gutter Type B (Cast)

50 FT

0410AI Curb and Gutter Type P (Cast)

50 FT

0410AJ Curb and Gutter Valley Gutter (Cast)

50 FT

0410AK Mobilization/Demobilization For Curb and Gutter (Slip Form)

1 EA

0410AL Curb and Gutter Type B (Slip form)

750 FT

0410AM Curb and Gutter Type P (Slip form)

750 FT

0410AN Epoxy Coated Rebar 50 LB $_______ $_______

0410AO Plain Coated Rebar 50 LB $_______ $_______

0410AP Plain Welded Wire Reinforcement (6x6-W2.1 x W2.1)

50 SF

0410AQ Plain Welded Wire Reinforcement (6x6-W2.9 x W2.9)

50 SF

0410AR Mobilization/Demobilization For Concrete Pump Truck

1 EA

0410AS Concrete Placement – Boom Pump Truck

50 CY

0410AT Mobilization/Demobilization for Concrete Buggy Placement

1 EA

0410AU Concrete Placement - Buggy 50 CY

0410AV Remove and Replace Joint Sealant (200 FT to 600 FT)

200 FT

0410AW Remove and Replace Joint Sealant (Over 600 FT)

601 FT

0411. PAVEMENT MARKING (32 17 23)

0411AA Mobilization/Demobilization non-reflective, and painted symbols)

1 EA

0411AB Reflective Paint 3,000 FT $_______ $_______

0411AC Non-reflective paint 300 FT $_______ $_______

00 10 00 Page 28

0411AD Non-reflective Painted Symbols

1 EA

0412. SEEDING (32 92 19)

0412AA Mobilization/Demobilization For Seeding & Mulching

1 EA

0412AB Seed & Mulch 300 SY $_______ $_______

0412AC Mobilization/Demobilization For Hydroseeding

1 EA

0412AD Hydroseeding 300 SY $_______ $_______

0412AE Erosion Control Blanket 50 SY $_______ $_______

0413. STORM DRAINAGE UTILITIES (33 40 00)

0413AA Mobilization/Demobilization For Pipe Culvert Construction

1 EA

0413AB Furnish Pipe Culverts (24” RCP Arch Class 2)

20 FT

0413AC Install Pipe Culverts, 0’-5’ Deep (24” RCP Arch Class 2)

20 FT

0413AD Install Pipe Culverts, 5’-10’ Deep (24” RCP Arch Class 2)

20 FT

0413AE Furnish End Sections (24” RCP Arch Flared)

1 EA

0413AF Install End Sections (24” RCP Arch Flared)

1 EA

0413AG Pipe Culvert Undercut 5 CY

Total Base Year #4 (Items 0400 thru 0413) $__________

00 10 00 Page 29

00 10 00 Page 30

PRICING SCHEDULE - BASE YEAR #5

NO.

DESCRIPTION

MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT

PRICE

AMOUNT

0500. Construction Support Activities

0500AA Surveying and Field Work 1 EA

0500AB Temporary Storm Water Pollution Control

1 EA

0501. EARTHWORK (31 00 00)

0501AA Mobilization/Demobilization

1 EA

0501AB Unclassified Excavation

(25-100 CY)

25 CY

0501AC Unclassified Excavation (Over 100 CY)

101 CY

0501AD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA

0501AE Borrow(Government Furnished)

(25-100 CY)

25 CY

0501AF Borrow(Government Furnished) (Over 100 CY)

101 CY

0501AG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA

0501AH Borrow(Contractor Furnished)

(25-100 TON)

25 TON

0501AI Borrow(Contractor Furnished) (Over 100 TON)

101 TON

0501AJ Salvaging, Stockpiling, and Placing Topsoil

50 CY

0501AK Existing Surface Preparation 50 SY

0501AL Ordinary Roadway Shaping 500 SY

0501AM Heavy Roadway Shaping 500 SY

0501AN Mobilization/Demobilization For Riprap Construction

1 EA

0501AO Riprap Placement 500 TON

0501AP Bedding Placement 500 TON

0502. GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22)

00 10 00 Page 31

0502AA Geotextile Fabric (Road Construction)

100 SY

0502AB Geotextile Fabric (Riprap Construction)

100 SY

0502AC Procure Geotextile Fabric (Road Construction)

100 SY

0502AD Procure Geotextile Fabric (Riprap Construction)

100 SY

0503. COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71)

0503AA Mobilization/Demobilization For Cold Milling (Less than 4" Milling Depth)

1 EA

0503AB Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0503AC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY

0503AD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA

0503AE Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY

0503AF Cold Milling (Over 4" Milling Depth - Over 3000 SY)

3,001 SY

0503AG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA

0503AH Pavement Demolition/Removal 100 SY

0504. SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61)

0504AA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA

0504AB Asphalt Crack Sealing (1,000 FT to 2,500 FT)

1,000 FT

0504AC Asphalt Crack Sealing (Over 2,500 FT)

2,501 FT

0505. MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23)

0505AA Procure Riprap 500 TON

0505AB Procure Spalls 500 TON

0505AC Procure Filter Rock 100 TON $_______ $_______

0505AD Procure Manufactured Sand 100 TON

00 10 00 Page 32

0505AE Procure Other Material - Subbase Course

500 TON

0505AF Procure Other Material - Gravel Cushion Course

500 TON

0505AG Procure Other Material - Aggregate Base Course

500 TON

0505AH Procure Other Material - Gravel Surfacing

500 TON

0505AI Procure Topsoil 100 TON

0505AJ Procure Composting Topsoil 100 TON

0505AK Procure Riprap (Oacoma Location) 500 TON

0505AL Procure Spalls (Oacoma Location) 500 TON

0505AM Procure Other Material – Gravel Surfacing (Oacoma Location)

500 TON

0505AN Procure Other Material – Aggregate Base Course (Oacoma Location)

500 TON

0505AO Procure Topsoil (Oacoma Location) 100 TON

0505AP Mobilization/Demobilization For Crushing & Mixing Operations

1 EA

0505AQ Concrete Crushing 250 TON $_______ $_______

0505AR Asphalt Crushing/Mixing 250 TON

0506. BITUMINOUS TACK COATS (32 12 13)

0506AA Tack Coat Asphalt 5 TON $_______ $_______

0507. HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16)

0507AA Mobilization/Demobilization

1 EA

0507AB Asphalt Concrete Composite 100 TON

0507AC Mobilization/Demobilization For Potholes Repair

1 EA

0507AD Pothole Repair (Deep Patch) 50 SF

0508. ASPHALTIC SEAL AND FOG COAT (32 12 36.13)

0508AA Mobilization/Demobilization

1 EA

0508AB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

00 10 00 Page 33

0508AC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10 TON)

11 TON

0508AD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON

0508AE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON

0508AF Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (1-5

TON)

1 TON

0508AG Emulsified Asphalt: CSS-1h (For Flush Seal and Fog Seal) (Over 5 TON)

6 TON

0508AH Flush Seal Aggregate

(10-50 TON)

10 TON

0508AI Flush Seal Aggregate (Over 50 TON)

51 TON

0508AJ Mobilization/Demobilization For Vacuum Sweep

1 EA

0508AK Vacuum Sweep 3,000 SY $_______ $_______

0508AL Mobilization/Demobilization For Power Broom

1 EA

0508AM Power Broom 3,000 SY $_______ $_______

0509. AGGREGATE BASE & SURFACE COURSE (32 15 00)

0509AA Mobilization/Demobilization For Aggregate Base & Surface Course

1 EA

0509AB Subbase Course 250 TON $_______ $_______

0509AC Gravel Cushion Course 250 TON $_______ $_______

0509AD Base Course 250 TON $_______ $_______

0509AE Gravel Surfacing Course 250 TON

0510. CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19)

0510AA Mobilization/Demobilization Concrete Pavement & Sidewalk

(10 CY - 50 CY)

1 EA

0510AB Concrete Pavement & Sidewalk

(10 CY - 50 CY)

10 CY

0510AC Mobilization/Demobilization Concrete Pavement & Sidewalk (Over 50 CY)

1 EA

0510AD Concrete Pavement & Sidewalk (Over 50 CY)

00 10 00 Page 34

0510AE Mobilization/Demobilization For Sidewalk Removal

1 EA

0510AF Sidewalk Removal 50 SF

0510AG Mobilization/Demobilization For Curb and Gutter (Cast)

1 EA

0510AH Curb and Gutter Type B (Cast)

50 FT

0510AI Curb and Gutter Type P (Cast)

50 FT

0510AJ Curb and Gutter Valley Gutter (Cast)

50 FT

0510AK Mobilization/Demobilization For Curb and Gutter (Slip Form)

1 EA

0510AL Curb and Gutter Type B (Slip form)

750 FT

0510AM Curb and Gutter Type P (Slip form)

750 FT

0510AN Epoxy Coated Rebar 50 LB $_______ $_______

0510AO Plain Coated Rebar 50 LB $_______ $_______

0210AP Plain Welded Wire Reinforcement (6x6-W2.1 x W2.1)

50 SF

0510AQ Plain Welded Wire Reinforcement (6x6-W2.9 x W2.9)

50 SF

0510AR Mobilization/Demobilization For Concrete Pump Truck

1 EA

0510AS Concrete Placement – Boom Pump Truck

50 CY

0510AT Mobilization/Demobilization for Concrete Buggy Placement

1 EA

0510AU Concrete Placement - Buggy 50 CY

0510AV Remove and Replace Joint Sealant (200 FT to 600 FT)

200 FT

0510AW Remove and Replace Joint Sealant (Over 600 FT)

601 FT

0511. PAVEMENT MARKING (32 17 23)

0511AA Mobilization/Demobilization non-reflective, and painted symbols)

1 EA

0511AB Reflective Paint 3,000 FT $_______ $_______

0511AC Non-reflective paint 300 FT $_______ $_______

00 10 00 Page 35

0511AD Non-reflective Painted Symbols

1 EA

0512. SEEDING (32 92 19)

0512AA Mobilization/Demobilization For Seeding & Mulching

1 EA

0512AB Seed & Mulch 300 SY $_______ $_______

0512AC Mobilization/Demobilization For Hydroseeding

1 EA

0512AD Hydroseeding 300 SY $_______ $_______

0512AE Erosion Control Blanket 50 SY $_______ $_______

0513. STORM DRAINAGE UTILITIES (33 40 00)

0513AA Mobilization/Demobilization For Pipe Culvert Construction

1 EA

0513AB Furnish Pipe Culverts (24” RCP Arch Class 2)

20 FT

0513AC Install Pipe Culverts, 0’-5’ Deep (24” RCP Arch Class 2)

20 FT

0513AD Install Pipe Culverts, 5’-10’ Deep (24” RCP Arch Class 2)

20 FT

0513AE Furnish End Sections (24” RCP Arch Flared)

1 EA

0513AF Install End Sections (24” RCP Arch Flared)

1 EA

0513AG Pipe Culvert Undercut 5 CY

Total Base Year #5 (Items 0500 thru 0513) $__________

00 10 00 Page 36

Total Years 1 thru 5 (Items 0100 thru 0513) $_____________________

Notes:

1. Quantities for unit priced items are estimated only and the representative unit price will prevail in the event of an overrun or underrun subject to Contract Clauses (Section 00 72 00) Clause “Variation in Estimated Quantities.”

2. Prices must be entered for all items of the schedule. Total amount submitted without prices being entered on individual items will be rejected. Extensions will be subject to verification by the Government.

In case of variation between the unit price and the extension, the unit price will be considered the price. In case of variation between the individual item prices and the total amount, the individual prices will be considered the price.

3. A modification to a price which provides for a single adjustment to the total amount should state the application of the adjustment to each respective unit price and lump sum price affected. If the modification is not so apportioned, the amount of the adjustment will be divided by the number of items in the Basic Year Pricing Schedule, whichever one applies, and distributed equally among each Item.

4. * Refers to the number of the specification…

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File details come from the government source that posted it. Updated May 7, 2021.