W9128F-16-B-0017-0001.pdf

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Attached to: Fort Randall Road Rehab
Solicitation number: W9128F-16-B-0017
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Amendment 0001

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Ft._Randall_Abstract.xlsx	XLSX spreadsheet	Sep 8, 2016
W9128F-16-B-0017-0002.pdf	PDF	Aug 11, 2016
IDCC_Roads_Ft_Randall_Specs.pdf	PDF	Jul 18, 2016

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W9128F-16-B-0017

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to update sections 00 73 00, 31 00 00, and section 01 22 00.00 10.

1. CONTRACT ID CODE PAGE OF PAGES

1 45

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 03-Aug-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9128F-16-B-0017

X 9B. DATED (SEE ITEM 11)

18-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Aug-2016

CODE

U.S. ARMY CORPS OF ENGINEERS, OMAHA DIST

CONTRACTING OFFICE

1616 CAPITOL AVENUE

OMAHA NE 68102-4901

W9128F 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Am #0001 - 2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0001 SUMMARY OF CHAN

DEPARTMENT OF THE ARMY

Omaha District, Corps of

Engineers 1616 Capitol Avenue Omaha, Nebraska 68102-

:NOTICE: Failure to acknowledge : Solicitation No. W9128F 16 B 0017 :all amendments may cause rejec- :

:tion of the bid. See FAR : Date of Issue: 18 July 2016 :52.214-3 of Section 00 21 00 : Date of Opening: 18 August 2016

Amendment No. 0001 03 August 2016

SUBJECT: Amendment No. 0001 to Specifications and Drawings for Construction of

IDCC Road Rehab For Fort Randall Dam, SD Solicitation No. W9128F 16 B 0017.

TO: Prospective Bidders and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Section 00 73 00 Page 8, delete paragraph 1.15 and substitute the following:

“1.15(UAI 52.211-5001) VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

(MAR 1995)

This Variation in Estimated Quantities Clause is applicable only to Items Nos. 0101AB, 0101AC, 0101AE, 0101AF, 0101AH, 0101AI, 0103AB, 0103AC, 0103AD, 0103AE, 0103AF, 0103AG, 0103AH, 0103AI, 0104AB, 0104AC , 0104AE, 0104AF, 0105AB, 0105AC, 0110AB, 0110AD, 0201BB, 0201BC, 0201BE, 0201BF, 0201BH, 0201BI, 0203BB, 0203BC, 0203BD, 0203BE, 0203BF, 0203BG, 0203BH, 0203BI, 0204BB, 0204BC, 0204BE, 0204BF, 0205BB, 0205BC, 0210BB, 0210BD, 0301CB, 0301CC, 0301CE, 0301CF, 0301CH, 0301CI, 0303CB, 0303CC, 0303CD, 0303CE, 0303CF, 0303CG, 0303CH, 0303CI, 0304CB, 0304CC, 0304CE, 0304CF, 0305CB, 0305CC, 0310CB, 0310CD, 0401DB, 0401DC, 0401DE, 0401DF, 0401DH, 0401DI, 0403DB, 0403DC, 0403DD, 0403DE, 0403DF, 0403DG, 0403DH, 0403DI, 0404DB, 0404DC, 0404DE, 0404DF, 0405DB, 0405DC, 0410DB, 0410DD.

Am #0001 - 3

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for Items Nos. (See list in first paragraph above) is less than 85 percent of the quantity of the first sub-item listed under such item, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(c) If the actual quantity of work performed under Items Nos. (See list in first paragraph above) exceeds 115% or is less than 85% of the total

Am #0001 - 4 estimated quantity of the sub-items under that item and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Items Nos. (See list in first paragraph above) exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.”

(2) Section 31 00 00 Page 4, after paragraph 1.4.2 add the following new paragraphs:

“1.4.1.3 Salvaging, Stockpiling and Placing Topsoil

A. Salvage: Topsoil shall be selected from the regular grading areas or from other designated areas.

Areas from which topsoil is to be excavated shall be cleared of objectionable vegetation and all litter such as brush, rock, and foreign material. Topsoil shall be excavated in sufficient volume to cover the designated areas to the required depths.

Salvaged topsoil may be stockpiled in convenient locations within the right-of-way as approved by the Engineer. The separation of cut and fill piles is not required. Topsoil piles shall be located where the topsoil will not run off into any waterway due to a rain event.

When operations of the Contractor do not permit stockpiling of topsoil within the right-of-way, it shall be the Contractor’s obligation to arrange for stockpile sites at the Contractor’s own expense. The stockpiles shall be shaped and smoothed to permit accurate measurements. Stockpile areas shall be left in a neat condition.

B. Preparation of Roadway: Areas designated to be covered with salvaged topsoil shall be undercut or under filled so the finished lines conform to the template lines on the cross sections after the topsoil placement. The areas receiving topsoil shall be shaped and smoothed prior to placing topsoil.

C. Placing: Topsoil shall be spread evenly and uniformly over the designated areas to the specified depth. If topsoil is not available in sufficient quantities to cover the designated areas to the plan specified depth, the Contractor shall spread the available topsoil as required by the Engineer.

1.4.1.4 Roadway Shaping

A. Ordinary Roadway Shaping: The existing granular material shall be removed and the upper 6 inches of the subgrade shall be reworked and recompacted in accordance with Section 31 00 00 3.5. After the subgrade is reworked and recompacted , the granular material shall be brought back onto the roadway and recompacted in accordance with 32 15 00 3.3.”

b. Specifications (New and/or Revised and Reissued). Delete and

Am #0001 - 5 substitute or add specification pages as noted below. The substituted pages are revised and reissued with this amendment.

Pages Deleted Pages Substituted or Added

Bidding Schedule Bidding Schedule Pages 00 10 00-3 thru 27 Pages 00 10 00-3 thru 27

---- SECTION 01 22 00.00 10: MEASUREMENT AND PAYMENT

2. This amendment is a part of the bidding papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the specifications remain unchanged. If the bids have been mailed prior to receiving this amendment, you will notify the office where bids are opened, in the specified manner, immediately of its receipt and of any changes in your bid occasioned thereby.

a. Hand-Carried Bids shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.

b. Mailed Bids shall be addressed as noted in Item 8 on Page 00 10 00-1 of Standard Form 1442.

3. Bids will be received until 2:00 p.m., local time at place of bid opening, 18 August 2016.

Attachments:

Bidding schedule Pages 00 10 00-3 thru 27 Spec Pages listed in 1.b. above

U.S. Army Engineer District, Omaha Corps of Engineers 1616 Capitol Avenue Omaha, Nebraska 68102-4901

03 August 2016

MFS/2184

00 10 00 Page 3 Am0001

BIDDING SCHEDULE BASE YEAR #1

ITEM

NO.

DESCRIPTION MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT PRICE AMOUNT

0101. EARTHWORK

(31 00 00)

0101AA Mobilization/Demobilization For Unclassified Excavation

1 EA $ $

0101AB Unclassified Excavation

(100-500 CY)

100 CY $ $

0101AC Unclassified Excavation (Over 500 CY)

501 CY $ $

0101AD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA $ $

0101AE Borrow(Government Furnished)

(100-500 CY)

100 CY $ $

0101AF Borrow(Government Furnished) (Over 500 CY)

501 CY $ $

0101AG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA $ $

0101AH Borrow(Contractor Furnished)

(100-500 CY)

100 CY $ $

0101AI Borrow(Contractor Furnished) (Over 500 CY)

501 CY $ $

0101AJ Ordinary Roadway Shaping 500 CY $ $

0101AK Salvaging, Stockpiling and Placing Topsoil

100 CY $ $

0102. GEOTEXTILES

(31 05 24)

0102AA Geotextile Fabric 100 SY $ $

0103. EMULSIFIED ASPHALT SEAL COAT

(32 01 13)

0103AA Mobilization/Demobilization For Emulsified Asphalt Seal Coat

1 EA $ $

0103AB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

5 TON $ $

0103AC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10 TON)

11 TON $ $

0103AD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON $ $

00 10 00 Page 4 Am0001

0103AE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON $ $

0103AF Emulsified Asphalt: CSS-1h (For Flush Seal) (1-5 TON)

1 TON $ $

0103AG Emulsified Asphalt: CSS-1h (For Flush Seal)(Over 5 TON)

6 TON $ $

0103AH Flush Seal Aggregate

(10-50 TON)

10 TON $ $

0103AI Flush Seal Aggregate (Over 50 TON)

51 TON $ $

0103AJ Mobilization/Demobilization For Vacuum Sweep

1 EA $ $

0103AK Vacuum Sweep 3,000 SY $ $

0103AL Mobilization/Demobilization For Power Broom

1 EA $ $

0103AM Power Broom 3,000 SY $ $

0104. COLD MILLING/PAVEMENT

DEMOLITION (32 01 16.17)

0104AA Mobilization/Demobilization For Cold Milling (Less than 4" Milling Depth)

1 EA $ $

0104AB Cold Milling (Less than 4" Milling Depth - 2000 SY to

3000 SY)

2,000 SY $ $

0104AC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY $ $

0104AD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA $ $

0104AE Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY $ $

0104AF Cold Milling (Over 4" Milling Depth - Over 3000 SY)

3,001 SY $ $

0104AG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA $ $

0104AH Pavement Demolition/Removal 100 SY $ $

0105. SEALING OF CRACKS

(32 01 17.16)

00 10 00 Page 5 Am0001

0105AA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA $ $

0105AB Asphalt Crack Sealing (2,500 FT to 5,000 FT)

2,500 FT $ $

0105AC Asphalt Crack Sealing (Over

5,000 FT)

5,001 FT $ $

0106. MATERIAL STOCKPILING &

CONCRETE/ASPHALT

CRUSHING/MIXING (32 11 23)

0106AA Procure Rip Rap 500 TON $ $

0106AB Procure Spalls 500 TON $ $

0106AC Procure Other Material - Subbase Course

500 TON $ $

0106AD Procure Other Material - Gravel Cushion Course

500 TON $ $

0106AE Procure Other Material - Aggregate Base Course

500 TON $ $

0106AF Procure Other Material - Gravel Surfacing

500 TON $ $

0106AG Procure Top Soil 500 TON $ $

0106AH Mobilization/Demobilization For Crushing Concrete

1 EA $ $

0106AI Crush Concrete 500 TON $ $

0106AJ Mobilization/Demobilization For Crush/Mix Asphalt

1 EA $ $

0106AK Crush/Mix Asphalt 250 TON $ $

0107. BITUMINOUS TACK COATS

(32 12 10)

0107AA Tack Coat Asphalt: CSS-1h 5 TON $ $

0108. HOT-MIX ASPHALT (HMA) FOR

ROADS

(32 12 16)

0108AA Mobilization/Demobilization For Asphalt Concrete Composite: Class E

1 EA $ $

0108AB Asphalt Concrete Composite:

Class E

100 TON $ $

00 10 00 Page 6 Am0001

0108AC Mobilization/Demobilization For Potholes (Skin Patch and/or Deep Patch)

1 EA $ $

0108AD Pothole Skin Patch 100 SF $ $

0108AE Pothole Deep Patch 100 SF $ $

0109. AGGREGATE BASE & SURFACE

COURSE (32 15 00)

0109AA Mobilization/Demobilization For Aggregate Base & Surface Course

1 EA $ $

0109AB Subbase Course 1000 TON $ $

0109AC Gravel Cushion Course 1000 TON $ $

0109AD Base Course 1000 TON $ $

0109AE Gravel Surfacing Course 1000 TON $ $

0110. CONCRETE PAVEMENTS,

SIDEWALKS, AND CURBS AND

GUTTERS (32 16 13)

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 $ $

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 Mobilization/Demobilization For Curb and Gutter (Slip Form)

1 EA $ $

00 10 00 Page 7 Am0001

0110AK Curb and Gutter Type B (Slip form)

750 FT $ $

0110AL Curb and Gutter Type P (Slip form)

750 FT $ $

0110AM Epoxy Coated Rebar (#3 or #4) 100 FT $ $

0111. PAVEMENT MARKING

(32 17 23.00 20)

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

1 EA $ $

0111AB Reflective Paint 3,000 FT $ $

0111AC Non-reflective paint 300 FT $ $

0111AD Non-reflective paint - CURB 300 FT $ $

0111AE 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 $ $

0113. GUARDRAIL (34 71 13)

0113AA Mobilization/Demobilization For Guardrail

0113AB Guardrail 500 LF $ $

Total Basic (Items 0001 thru 0013) $

00 10 00 Page 8 Am0001

NOTES:

-Mobilization/Demobilization bid 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 bid items on the same task order. For example, if the contractor is directed to provide non-reflective pavement striping, reflective pavement striping, curb striping, and 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 500 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 500 CY of Contractor Furnished Borrow Material and then a fee for the material in excess of 500 CY.

00 10 00 Page 9 Am0001

BIDDING SCHEDULE BASE YEAR #2

NO.

DESCRIPTION MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT

PRICE

AMOUNT

0201. EARTHWORK

0201BA Mobilization/Demobilization

1 EA $ $

0201BB Unclassified Excavation

(100-500 CY)

100 CY $ $

0201BC Unclassified Excavation (Over 500 CY)

501 CY $ $

0201BD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA $ $

0201BE Borrow(Government Furnished)

(100-500 CY)

100 CY $ $

0201BF Borrow(Government Furnished) (Over 500 CY)

501 CY $ $

0201BG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA $ $

0201BH Borrow(Contractor Furnished)

(100-500 CY)

100 CY $ $

0201BI Borrow(Contractor Furnished) (Over 500 CY)

501 CY $ $

0201BJ Ordinary Roadway Shaping 500 CY $ $

0201BK Salvaging, Stockpiling and Placing Topsoil

100 CY $ $

0202. GEOTEXTILES

0202BA Geotextile Fabric 100 SY $ $

0203. EMULSIFIED ASPHALT SEAL COAT

0203BA Mobilization/Demobilization

Coat

1 EA $ $

0203BB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

5 TON $ $

00 10 00 Page 10 Am0001

0203BC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10

TON)

11 TON $ $

0203BD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON $ $

0203BE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON $ $

0203BF Emulsified Asphalt: CSS-1h (For Flush Seal) (1-5 TON)

1 TON $ $

0203BG Emulsified Asphalt: CSS-1h (For Flush Seal) (Over 5

TON)

6 TON $ $

0203BH Flush Seal Aggregate

(10-50 TON)

10 TON $ $

0203BI Flush Seal Aggregate (Over 50 TON)

51 TON $ $

0203BJ Mobilization/Demobilization For Vacuum Sweep

1 EA $ $

0203BK Vacuum Sweep 3,000 SY $ $

0203BL Mobilization/Demobilization For Power Broom

1 EA $ $

0203BM Power Broom 3,000 SY $ $

0204. COLD MILLING/PAVEMENT

DEMOLITION

(32 01 16.17)

0204BA Mobilization/Demobilization

4" Milling Depth)

1 EA $ $

0204BB Cold Milling (Less than 4" Milling Depth - 2000 SY to

3000 SY)

2,000 SY $ $

0204BC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY $ $

0204BD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA $ $

0204BE Cold Milling (Over 4" Milling Depth - 2000 SY to

3000 SY)

2,000 SY $ $

0204BF Cold Milling (Over 4" Milling Depth - Over 3000

SY)

3,001 SY $ $

00 10 00 Page 11 Am0001

0204BG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA $ $

0204BH Pavement Demolition/Removal 100 SY $ $

0205. SEALING OF CRACKS

0205BA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA $ $

0205BB Asphalt Crack Sealing (2,500 FT to 5,000 FT)

2,500 FT $ $

0205BC Asphalt Crack Sealing (Over

5,000 FT)

5,001 FT $ $

0206. MATERIAL STOCKPILING &

0206BA Procure Rip Rap 500 TON $ $

0206BB Procure Spalls 500 TON $ $

0206BC Procure Other Material - Subbase Course

500 TON $ $

0206BD Procure Other Material - Gravel Cushion Course

500 TON $ $

0206BE Procure Other Material - Aggregate Base Course

500 TON $ $

0206BF Procure Other Material - Gravel Surfacing

500 TON $ $

0206BG Procure Top Soil 500 TON $ $

0206BH Mobilization/Demobilization For Crushing Concrete

1 EA $ $

0206BI Crush Concrete 500 TON $ $

0206BJ Mobilization/Demobilization For Crush/Mix Asphalt

1 EA $ $

0206BK Crush/Mix Asphalt 250 TON $ $

0207. BITUMINOUS TACK COATS

0207BA Tack Coat Asphalt: CSS-1h 5 TON $ $

0208. HOT-MIX ASPHALT (HMA) FOR

ROADS (32 12 16)

00 10 00 Page 12 Am0001

0208BA Mobilization/Demobilization For Asphalt Concrete Composite: Class E

1 EA $ $

0208BB Asphalt Concrete Composite:

Class E

100 TON $ $

0208BC Mobilization/Demobilization For Potholes (Skin Patch and/or Deep Patch)

1 EA $ $

0208BD Pothole Skin Patch 100 SF $ $

0208BE Pothole Deep Patch 100 SF $ $

0209. AGGREGATE BASE & SURFACE

0209BA Mobilization/Demobilization

Course

1 EA $ $

0209BB Subbase Course 1000 TON $ $

0209BC Gravel Cushion Course 1000 TON $ $

0209BD Base Course 1000 TON $ $

0209BE Gravel Surfacing Course 1000 TON $ $

0210. CONCRETE PAVEMENTS,

0210BA Mobilization/Demobilization

(10 CY - 50 CY)

1 EA $ $

0210BB Concrete Pavement & Sidewalk

(10 CY - 50 CY)

10 CY $ $

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

1 EA $ $

0210BD Concrete Pavement & Sidewalk (Over 50 CY)

51 CY $ $

0210BE Mobilization/Demobilization For Sidewalk Removal

1 EA $ $

0210BF Sidewalk Removal 50 SF $ $

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

1 EA $ $

0210BH Curb and Gutter Type B (Cast)

50 FT $ $

00 10 00 Page 13 Am0001

0210BI Curb and Gutter Type P (Cast)

50 FT $ $

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

1 EA $ $

0210BK Curb and Gutter Type B (Slip form)

750 FT $ $

0210BL Curb and Gutter Type P (Slip form)

750 FT $ $

0210BM Epoxy Coated Rebar (#3 or #4)

100 FT $ $

0211. PAVEMENT MARKING

0211BA Mobilization/Demobilization

(relective, non-reflective, curb, and painted symbols)

1 EA $ $

0211BB Reflective Paint 3,000 FT $ $

0211BC Non-reflective paint 300 FT $ $

0211BD Non-reflective paint - CURB 300 FT $ $

0211BE Non-reflective Painted Symbols

1 EA $ $

0212. SEEDING (32 92 19)

0212BA Mobilization/Demobilization For Seeding & Mulching

1 EA $ $

0212BB Seed & Mulch 300 SY $ $

0212BC Mobilization/Demobilization For Hydroseeding

1 EA $ $

0212BD Hydroseeding 300 SY $ $

0213. GUARDRAIL (34 71 13)

0213BA Mobilization/Demobilization For Guardrail

0213BB Guardrail 500 LF $ $

Total Basic Year #2 (Items 0201 thru 0213) $

00 10 00 Page 14 Am0001

-Contractor shall be aware that bid 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 the project site. The contractor is specifically cautioned that he will only receive one (1) mobilization/demobilization payment for similar bid items on the same task order. For example, if the contractor is directed to provide non-reflective pavement striping, reflective pavement striping, curb striping, and 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 500 CY, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee, instead of charging a

00 10 00 Page 15 Am0001

BIDDING SCHEDULE BASE YEAR #3

NO.

DESCRIPTION MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT

PRICE

AMOUNT

0301. EARTHWORK

0301CA Mobilization/Demobilization

1 EA $ $

0301CB Unclassified Excavation

(100-500 CY)

100 CY $ $

0301CC Unclassified Excavation (Over 500 CY)

501 CY $ $

0301CD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA $ $

0301CE Borrow(Government Furnished)

(100-500 CY)

100 CY $ $

0301CF Borrow(Government Furnished) (Over 500 CY)

501 CY $ $

0301CG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA $ $

0301CH Borrow(Contractor Furnished)

(100-500 CY)

100 CY $ $

0301CI Borrow(Contractor Furnished) (Over 500 CY)

501 CY $ $

0301CJ Ordinary Roadway Shaping 500 CY $ $

0301CK Salvaging, Stockpiling and Placing Topsoil

100 CY $ $

0302. GEOTEXTILES

0302CA Geotextile Fabric 100 SY $ $

0303. EMULSIFIED ASPHALT SEAL COAT

0303CA Mobilization/Demobilization

Coat

1 EA $ $

0303CB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

5 TON $ $

0303CC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10 TON)

11 TON $ $

00 10 00 Page 16 Am0001

0303CD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON $ $

0303CE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON $ $

0303CF Emulsified Asphalt: CSS-1h (For Flush Seal) (1-5 TON)

1 TON $ $

0303CG Emulsified Asphalt: CSS-1h (For Flush Seal) (Over 5 TON)

6 TON $ $

0303CH Flush Seal Aggregate

(10-50 TON)

10 TON $ $

0303CI Flush Seal Aggregate (Over 50 TON)

51 TON $ $

0303CJ Mobilization/Demobilization For Vacuum Sweep

1 EA $ $

0303CK Vacuum Sweep 3,000 SY $ $

0303CL Mobilization/Demobilization For Power Broom

1 EA $ $

0303CM Power Broom 3,000 SY $ $

0304. COLD MILLING/PAVEMENT

0304CA Mobilization/Demobilization

4" Milling Depth)

1 EA $ $

0304CB Cold Milling (Less than 4" Milling Depth - 2000 SY to

3000 SY)

2,000 SY $ $

0304CC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY $ $

0304CD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA $ $

0304CE Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY)

2,000 SY $ $

0304CF Cold Milling (Over 4" Milling Depth - Over 3000 SY)

3,001 SY $ $

0304CG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA $ $

0304CH Pavement Demolition/Removal 100 SY $ $

0305. SEALING OF CRACKS

00 10 00 Page 17 Am0001

0305CA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA $ $

0305CB Asphalt Crack Sealing (2,500 FT to 5,000 FT)

2,500 FT $ $

0305CC Asphalt Crack Sealing (Over

5,000 FT)

5,001 FT $ $

0306. MATERIAL STOCKPILING &

0306CA Procure Rip Rap 500 TON $ $

0306CB Procure Spalls 500 TON $ $

0306CC Procure Other Material - Subbase Course

500 TON $ $

0306CD Procure Other Material - Gravel Cushion Course

500 TON $ $

0306CE Procure Other Material - Aggregate Base Course

500 TON $ $

0306CF Procure Other Material - Gravel Surfacing

500 TON $ $

0306CG Procure Top Soil 500 TON $ $

0306CH Mobilization/Demobilization For Crushing Concrete

1 EA $ $

0306CI Crush Concrete 500 TON $ $

0306CJ Mobilization/Demobilization For Crush/Mix Asphalt

1 EA $ $

0306CK Crush/Mix Asphalt 250 TON $ $

0307. BITUMINOUS TACK COATS

0307CA Tack Coat Asphalt: CSS-1h 5 TON $ $

0308. HOT-MIX ASPHALT (HMA) FOR

ROADS (32 12 16)

0308CA Mobilization/Demobilization

Composite: Class E

1 EA $ $

0308CB Asphalt Concrete Composite:

Class E

100 TON $ $

00 10 00 Page 18 Am0001

0308CC Mobilization/Demobilization For Potholes (Skin Patch and/or Deep Patch)

1 EA $ $

0308CD Pothole Skin Patch 100 SF $ $

0308CE Pothole Deep Patch 100 SF $ $

0309. AGGREGATE BASE & SURFACE

0309CA Mobilization/Demobilization

Course

1 EA $ $

0309CB Subbase Course 1000 TON $ $

0309CC Gravel Cushion Course 1000 TON $ $

0309CD Base Course 1000 TON $ $

0309CE Gravel Surfacing Course 1000 TON $ $

0310. CONCRETE PAVEMENTS,

0310CA Mobilization/Demobilization

(10 CY - 50 CY)

1 EA $ $

0310CB Concrete Pavement & Sidewalk

(10 CY - 50 CY)

10 CY $ $

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

1 EA $ $

0310CD Concrete Pavement & Sidewalk (Over 50 CY)

51 CY $ $

0310CE Mobilization/Demobilization For Sidewalk Removal

1 EA $ $

0310CF Sidewalk Removal 50 SF $ $

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

1 EA $ $

0310CH Curb and Gutter Type B (Cast)

50 FT $ $

0310CI Curb and Gutter Type P (Cast)

50 FT $ $

00 10 00 Page 19 Am0001

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

1 EA $ $

0310CK Curb and Gutter Type B (Slip form)

750 FT $ $

0310CL Curb and Gutter Type P (Slip form)

750 FT $ $

0310CM Epoxy Coated Rebar (#3 or #4) 100 FT $ $

0311. PAVEMENT MARKING

0311CA Mobilization/Demobilization

(reflective, non-reflective, curb, and painted symbols)

1 EA $ $

0311CB Reflective Paint 3,000 FT $ $

0311CC Non-reflective paint 300 FT $ $

0311CD Non-reflective paint - CURB 300 FT $ $

0311CE Non-reflective Painted Symbols

1 EA $ $

0312. SEEDING (32 92 19)

0312CA Mobilization/Demobilization For Seeding & Mulching

1 EA $ $

0312CB Seed & Mulch 300 SY $ $

0312CC Mobilization/Demobilization For Hydroseeding

1 EA $ $

0312CD Hydroseeding 300 SY $ $

0313. GUARDRAIL

(34 71 13)

0313CA Mobilization/Demobilization For Guardrail

0313CB Guardrail 500 LF $ $

Total Basic Year 3(Items 0301 thru 0313) $

00 10 00 Page 20 Am0001

00 10 00 Page 21 Am0001

BIDDING SCHEDULE BASE YEAR #4

NO.

DESCRIPTION MINIMUM

QUANTITY

UNIT OF

MEASURE

UNIT PRICE AMOUNT

0401. EARTHWORK

0401DA Mobilization/Demobilization

1 EA $ $

0401DB Unclassified Excavation

(100-500 CY)

100 CY $ $

0401DC Unclassified Excavation (Over 500 CY)

501 CY $ $

0401DD Mobilization/Demobilization For Borrow (Government Furnished)

1 EA $ $

0401DE Borrow(Government Furnished)

(100-500 CY)

100 CY $ $

0401DF Borrow(Government Furnished) (Over 500 CY)

501 CY $ $

0401DG Mobilization/Demobilization For Borrow (Contractor Furnished)

1 EA $ $

0401DH Borrow(Contractor Furnished)

(100-500 CY)

100 CY $ $

0401DI Borrow(Contractor Furnished) (Over 500 CY)

501 CY $ $

0401DJ Ordinary Roadway Shaping 500 CY $ $

0401DK Salvaging, Stockpiling and Placing Topsoil

100 CY $ $

0402. GEOTEXTILES (31 05 24)

0402DA Geotextile Fabric 100 SY $ $

0403. EMULSIFIED ASPHALT SEAL COAT

0403DA Mobilization/Demobilization

Coat

1 EA $ $

0403DB Emulsified Asphalt: CRS-2P (For Chip Seal) (5-10 TON)

5 TON $ $

00 10 00 Page 22 Am0001

0403DC Emulsified Asphalt: CRS-2P (For Chip Seal) (Over 10

TON)

11 TON $ $

0403DD Chip Seal Aggregate: Type 2B

(50-100 TON)

50 TON $ $

0403DE Chip Seal Aggregate: Type 2B (Over 100 TON)

101 TON $ $

0403DF Emulsified Asphalt: CSS-1h (For Flush Seal) (1-5 TON)

1 TON $ $

0403DG Emulsified Asphalt: CSS-1h (For Flush Seal) (Over 5

TON)

6 TON $ $

0403DH Flush Seal Aggregate

(10-50 TON)

10 TON $ $

0403DI Flush Seal Aggregate (Over 50 TON)

51 TON $ $

0403DJ Mobilization/Demobilization For Vacuum Sweep

1 EA $ $

0403DK Vacuum Sweep 3,000 SY $ $

0403DL Mobilization/Demobilization For Power Broom

1 EA $ $

0403DM Power Broom 3,000 SY $ $

0404. COLD MILLING/PAVEMENT

0404DA Mobilization/Demobilization

4" Milling Depth)

1 EA $ $

0404DB Cold Milling (Less than 4" Milling Depth - 2000 SY to

3000 SY)

2,000 SY $ $

0404DC Cold Milling (Less than 4" Milling Depth -Over 3000 SY)

3,001 SY $ $

0404DD Mobilization/Demobilization For Cold Milling (Over 4" Milling Depth)

1 EA $ $

0404DE Cold Milling (Over 4" Milling Depth - 2000 SY to

3000 SY)

2,000 SY $ $

0404DF Cold Milling (Over 4" Milling Depth - Over 3000

SY)

3,001 SY $ $

00 10 00 Page 23 Am0001

0404DG Mobilization/Demobilization For Pavement Demolition/Removal

1 EA $ $

0404DH Pavement Demolition/Removal 100 SY $ $

0405. SEALING OF CRACKS

0405DA Mobilization/Demobilization For Asphalt Crack Sealing

1 EA $ $

0405DB Asphalt Crack Sealing (2,500 FT to 5,000 FT)

2,500 FT $ $

0405DC Asphalt Crack Sealing (Over

5,000 FT)

5,001 FT $ $

0406. MATERIAL STOCKPILING &

0406DA Procure Rip Rap 500 TON $ $

0406DB Procure Spalls 500 TON $ $

0406DC Procure Other Material - Subbase Course

500 TON $ $

0406DD Procure Other Material - Gravel Cushion Course

500 TON $ $

0406DE Procure Other Material - Aggregate Base Course

500 TON $ $

0406DF Procure Other Material - Gravel Surfacing

500 TON $ $

0406DG Procure Top Soil 500 TON $ $

0406DH Mobilization/Demobilization For Crushing Concrete

1 EA $ $

0406DI Crush Concrete 500 TON $ $

0406DJ Mobilization/Demobilization For Crush/Mix Asphalt

1 EA $ $

0406DK Crush/Mix Asphalt 250 TON $ $

0407. BITUMINOUS TACK COATS

0407DA Tack Coat Asphalt: CSS-1h 5 TON $ $

00 10 00 Page 24 Am0001

0408. HOT-MIX ASPHALT (HMA) FOR

ROADS

(32 12 16)

0408DA Mobilization/Demobilization

Composite: Class E

1 EA $ $

0408DB Asphalt Concrete Composite:

Class E

100 TON $ $

0408DC Mobilization/Demobilization For Potholes (Skin Patch and/or Deep Patch)

1 EA $ $

0408DD Pothole Skin Patch 100 SF $ $

0408DE Pothole Deep Patch 100 SF $ $

0409. AGGREGATE BASE & SURFACE

0409DA Mobilization/Demobilization

Course

1 EA $ $

0409DB Subbase Course 1000 TON $ $

0409DC Gravel Cushion Course 1000 TON $ $

0409DD Base Course 1000 TON $ $

0409DE Gravel Surfacing Course 1000 TON $ $

0410. CONCRETE PAVEMENTS,

0410DA Mobilization/Demobilization

(10 CY - 50 CY)

1 EA $ $

0410DB Concrete Pavement & Sidewalk

(10 CY - 50 CY)

10 CY $ $

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

1 EA $ $

0410DD Concrete Pavement & Sidewalk (Over 50 CY)

51 CY $ $

00 10 00 Page 25 Am0001

0410DE Mobilization/Demobilization For Sidewalk Removal

1 EA $ $

0410DF Sidewalk Removal 50 SF $ $

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

1 EA $ $

0410DH Curb and Gutter Type B (Cast)

50 FT $ $

0410DI Curb and Gutter Type P (Cast)

50 FT $ $

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

1 EA $ $

0410DK Curb and Gutter Type B (Slip form)

750 FT $ $

0410DL Curb and Gutter Type P (Slip form)

750 FT $ $

0410DM Epoxy Coated Rebar (#3 or #4)

100 FT $ $

0411. PAVEMENT MARKING

0411DA Mobilization/Demobilization

(reflective, non-reflective, curb, and painted symbols)

1 EA $ $

0411DB Reflective Paint 3,000 FT $ $

0411DC Non-reflective paint 300 FT $ $

0411DD Non-reflective paint - CURB 300 FT $ $

0411DE Non-reflective Painted Symbols

1 EA $ $

0412. SEEDING (32 92 19)

0412DA Mobilization/Demobilization For Seeding & Mulching

1 EA $ $

0412DB Seed & Mulch 300 SY $ $

0412DC Mobilization/Demobilization For Hydroseeding

0412DD Hydroseeding 300 SY $ $

00 10 00 Page 26 Am0001

0413. GUARDRAIL

(34 71 13)

0413DA Mobilization/Demobilization For Guardrail

0413DB Guardrail 500 LF $ $

Total Basic Year 4 (Items 0401 thru 0413) $

Total Years 1 thru 4 (Items 0101 thru 0413) $

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. Bid prices must be entered for all items of the schedule. Total amount

00 10 00 Page 27 Am0001 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 bid. In case of variation between the individual item prices and the total amount, the individual prices will be considered the Bid.

3. A modification to a Bid 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 Bid Schedule, whichever one applies, and distributed equally among each Item.

4. * Refers to the number of the specification section for referencing technical and measurement and payment information for the various items.

5. Calendar duration is a four year period starting with the effective date of the contract award.

6. If a line item is used then the minimum quantity stated on the bid sheet is the smallest quantity that may be ordered. The Contractor has the right to turn down any task order if done in writing in accordance with (Section 00 73 00) within 7 days of the task order being issued.

In this case the government may open task order items for bid to other contractors.

7. Funds are not presently available for this contract. The Government’s obligation under this contract is contingent upon the availability of appropriated funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise until funds are made available to the Contracting Officer for this contract and until the Contractor receives notice of such availability, to be confirmed in writing by the Contracting Officer.

-- End of Document --

IDCC Roads, Fort Randall Dam, SD FRD4

SECTION 01 22 00.00 10 Page 1 Am0001

SECTION TABLE OF CONTENTS DIVISION

01 - GENERAL REQUIREMENTS SECTION

01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBSIDIARY ITEMS

1.1.1 MOBILIZATION AND DEMOBILIZATION

1.1.1.1 Payment

1.1.1.1.1 Reduced Mobilization and Demobilization Payments

1.1.1.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 UNCLASSIFIED EXCAVATION

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.2 BORROW (Government Funrnished)

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.3 BORROW (Contractor Furnished)

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Salvaging, Stockpiling, and Placing Topsoil

1.2.3.3.1 Payment

1.2.3.3.1.1 Measurement

1.2.3.4 Ordinary Roadway Shaping

1.2.3.4.1 Payment

1.2.3.4.1.1 Measurement

1.2.4 GEOTEXTILE FABRIC

1.2.4.1 Payment

1.2.6.2 Measurement

1.2.5 EMULSIFIED ASPHALT

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.6 CHIP SEAL AGGREGATE

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.7 FLUSH SEAL AGGREGATE

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.8 Vacuum Sweep

1.2.8.1 Payment

1.2.8.2 Measurment

1.2.9 Power Broom

1.2.9.1 Payment

1.2.9.1.1 Measurement

1.2.10 COLD MILLING

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.11 PAVEMENT DEMOLITION/REMOVAL

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.12 ASPHALT CRACK SEALING

SECTION 01 22 00.00 10 Page 2

1.2.12.1 Payment

1.2.13 PROCURE MATERIALS

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.14 CONCRETE CRUSHING

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.15 ASPHALT CRUSHING/MIXING

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.16 TACK COAT ASPHALT

1.2.16.1 Payment

1.2.18.2 Measurement

1.2.17 ASPHALT CONCRETE COMPOSITE

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.18 POTHOLE SKIN PATCH

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.19 POTHOLE DEEP PATCH

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.20 SUBBASE COURSE

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.21 GRAVEL CUSHION COURSE

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.22 BASE COURSE

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.23 GRAVEL SURFACING COURSE

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.24 CONCRETE PAVEMENT & SIDEWALK

1.2.24.1 Payment

1.2.24.2 Measurement

1.2.25 SIDEWALK REMOVAL

1.2.25.1 Payment

1.2.25.1.1 Measurement

1.2.26 CURB AND GUTTER TYPE B

1.2.26.1 Payment

1.2.26.2 Measurement

1.2.27 CURB AND GUTTER TYPE P

1.2.27.1 Payment

1.2.27.2 Measurement

1.2.28 EPOXY COATED REBAR (#3 or #4)

1.2.28.1 Payment

1.2.28.2 Measurment

1.2.29 REFLECTIVE PAINT

1.2.29.1 Payment

1.2.29.2 Measurement

1.2.30 NONREFLECTIVE PAINT

1.2.30.1 Payment

1.2.30.2 Measurement

1.2.31 NONREFLECTIVE PAINT - CURB

1.2.31.1 Payment

1.2.31.2 Measurment

1.2.32 NONREFLECTIVE PAINTED SYMBOLS

SECTION 01 22 00.00 10 Page 3

1.2.32.1 Payment

1.2.32.2 Measurment

1.2.33 SEED & MULCH

1.2.33.1 Payment

1.2.33.2 Measurment

1.2.34 HYDROSEEDING

1.2.34.1 Paymemt

1.2.34.2 Measurment

1.2.35 GUARDRAIL

1.2.35.1 Payment

1.2.35.2 Measurment

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 4

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBSIDIARY ITEMS

All costs for items of work, which are either stated to be subsidary to a specific bid item, or are not specifically mentioned to be included in a particular bid item, shall be included in the cost of the item most closely associated with the work involved. Payment made for each item and any subsidiary items shall constitute full compensation for furnishing all plant, labor, materials, mobilization, demobilization, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests, samples, and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 MOBILIZATION AND DEMOBILIZATION

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined below.

1.1.1.1.1 Reduced Mobilization and Demobilization Payments

The amount paid for mobilization and demobilization in a task order will be included in the bid item price indicated on the Bid Schedule for that item. Mobilization/Demobilization will not be paid for succeeding task orders when the offeror's equipment is, or will be in the area due to the execution of a previous task order. In the event that the contractor's equipment is in the Fort Randall area for other work a reduced mobilization will be negotiated based on the contractor's actual costs to mobilize to the site of the work to be performed.

Furthermore, bid items for Mobilization/Demobilization 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 bid items on the same task order. For example, if the contractor is directed to provide non-reflective pavement striping, reflective pavement striping, curb striping, and 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 500 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 500 CY of Contractor Furnished Borrow Material and then a fee for the material in excess of 500 CY.

1.1.1.2 Unit of Measure

Unit of measure: Unless a specific bid item is provided on the bid schedule, mobilization and demobilization will be considered subsidiary to

SECTION 01 22 00.00 10 Page 5 each bid item. No additional mobilization or demobilization fees will be agreed upon outside the scope of this specification, as all mobilization and demobilization fees are either provided as a specific bid item on the bid schedule, or shall be considered subsidiary to bid items where no corresponding mobilization/demobilization bid item has been provided.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items. If a specific bid item for mobilization/demobilization has not been provided for a corresponding task on the bid schedule, then any fees associated with mobilization/demobilization shall be included in the price for each bid item.

1.2.1 UNCLASSIFIED EXCAVATION

1.2.1.1 Payment

Applicable unit price times the number of cubic yards excavated.

1.2.1.2 Measurement

The unit of measurement shall be Cubic yard. The volume of excavated material to be paid for as excavation will be measured between the original surface and the surface of the specified grade lines. The volume shall be determined from cross sections of the area, taken after clearing and grubbing operations have been completed and immediately before and after grading. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard. Materials removed by the Contractor below the specified grade line will not be paid for, and the Contractor may be required to rebuild the foundation to the specified grade lines to avoid overruns in structure materials. It is the contractors responsibility to dispose of excavated materials to an approved disposal site.

1.2.2 BORROW (Government Funrnished)

Government furnished borrow material will be provided within 5 miles of the project. All costs for placing material in accordance with Earthwork Section 31 00 00 will be subsidiary to this bid item.

1.2.2.1 Payment

Applicable unit price times the number of cubic yards excavated. Payment for borrow shall be based on the unit price per cubic yard indicated on the Bidding Schedule multiplied by the actual number of cubic yards needed to complete the required work according to plans and specifications.

1.2.2.2 Measurement

The unit of measurement shall be Cubic Yard. The quantity of borrow shall be determined based on initial surveys made of the existing ground surface of all borrow areas made prior to borrow work. Measurement of borrow shall include the total volume of material computed by the average end area

SECTION 01 22 00.00 10 Page 6 method between the surfaces established by the initial survey and the change in volume of the surfaces as established by the final survey.

1.2.3 BORROW (Contractor Furnished)

All cost for placing material in accordance with Earthwork Section 31 00 00 will be subsidiary to this bid item.

1.2.3.1 Payment

for borrow shall be based on the applicable unit price times the number of cubic yards placed. Payment for procured materials shall be based on the amount specified per delivery order. Material exceeding the specified amount will not result in any additional payment.

1.2.3.2 Measurement

for borrow shall be based on the unit price per cubic yard indicated on the Bidding Schedule multiplied by the actual number of cubic yards needed to complete the required work according to plans and specifications.

1.2.3.3 Salvaging, Stockpiling, and Placing Topsoil

1.2.3.3.1 Payment

Salvaging, Stockpiling and Placing Topsoil will be paid for at the respective contract unit price in the bidding schedule per Cubic Yard.

This unit price will include the cost of all equipment, materials and labor needed to remove, stock pile, and place topsoil back to original grade.

1.2.3.3.1.1 Measurement

The unit of measurement shall be Cubic Yards of material Salvaged, Stockpiled and Placed. Measurement of material shall be paid by plan quantity for Salvaging, Stockpiling and Placing Topsoil.

1.2.3.4 Ordinary Roadway Shaping

1.2.3.4.1 Payment

Ordinary Roadway Shaping will be paid for at the respective contract unit price in the bidding schedule per Cubic Yard. This unit price will include the cost of all equipment, materials and labor needed to perform Ordinary Roadway Shaping in accordance with Spec section 31 00 00.

1.2.3.4.1.1 Measurement

The unit of measurement shall be Cubic Yards of Ordinary Roadway Shaping.

Measurement of material shall be paid by plan quantity for Ordinary Roadway Shaping.

1.2.4 GEOTEXTILE FABRIC

1.2.4.1 Payment

Geotextile installed and accepted will be paid for at the respective

SECTION 01 22 00.00 10 Page 7 contract unit price in the bidding schedule. This unit price will include the cost of materials, equipment, installation, testing, and other costs associated with placement of the geotextile. Any mobilization/demobilization fees associated with providing and installing geotextile fabric shall be included in the unit price for this bid item.

1.2.6.2 Measurement

The unit of measurement shall be square yards. Measure the as-built surface area, covered by geotextile, in square yards. Allowance will be made for geotextile in anchor and/or drainage trenches but no allowance will be made for waste, overlaps, damaged materials, repairs, or materials used for the convenience of the Contractor.

1.2.5 EMULSIFIED ASPHALT

1.2.5.1 Payment

Emulsified asphalt will be paid for at the respective contract unit price in the bidding schedule per ton. This unit price will include the cost of materials, equipment, installation, testing, and other costs associated with placement of the aggregate seal coat.

1.2.5.2 Measurement

The unit of measurement shall be tons of material placed. Measurement of material shall be by approved weight scales. Scales shall be accurate to the first decimal and the cost per ton will be pro-rated in order to pay accordingly.

1.2.6 CHIP SEAL AGGREGATE

1.2.6.1 Payment

Chip seal aggregate will be paid for at the respective contract unit price materials, equipment, installation, brooming, vacuuming, testing, and other costs associated with the placement of the aggregate.

1.2.6.2 Measurement

The unit of measurement shall be tons of dry aggregate placed. Measurement of material shall be by approved weight scales.

1.2.7 FLUSH SEAL AGGREGATE

1.2.7.1 Payment

Sand seal aggregate will be paid for at the respective contract unit price materials, equipment, installation, brooming, vacuuming, testing, and other costs associated with the placement of the aggregate.

1.2.7.2 Measurement

The unit of measurement shall be tons of dry aggregate placed. Measurement of material shall be by approved weight scale.

SECTION 01 22 00.00 10 Page 8

1.2.8 Vacuum Sweep

1.2.8.1 Payment

Vacuum sweeping will be paid for at the respective contract unit price in the bidding schedule.

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File details come from the government source that posted it. Updated Nov 14, 2017.