W912EK18B0002_-_Amendment_0003.pdf

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 replace Amendment 0002 and make changes to the SCHEDULE OF PRICES; SECTION 01 22 00;

SECTION 32 01 13; SECTION 32 13 13; and SECTION 32 98 00.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 29-Mar-2018

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 W912EK18B0002

X 9B. DATED (SEE ITEM 11)

28-Feb-2018

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

29-Mar-2018

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

1500 ROCK ISLAND DRIVE

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK18B0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0003

The following modifications are made to the SCHEDULE OF PRICES; SECTION 01 22 00;

SECTION 32 01 13; SECTION 32 13 13; and SECTION 32 98 00.

SCHEDULE OF PRICES

a. SECTION 00010, SCHEDULE OF PRICES. Delete the Schedule of Prices, in its entirety, and substitute revised Schedule of Prices, Amendment No. 0002, dated 28 March 2018, attached.

SECTION 01 22 00

b. SECTION TABLE OF CONTENTS 01 22 00 PAGES 1 THROUGH PAGE 3. Delete Section Table of Contents 01 22 00 Pages 1 through 3, in their entirety, and substitute revised Section Table of Contents 01 22 00 Pages 1 through 3, Amendment No. 0002, dated 28 March 2018, attached.

c. PAGES 01 22 00-1 THROUGH 01 22 00-24. Delete pages 01 22 00-1 through 01 22 00-24, in their entirety, and substitute revised pages 01 22 00-1 through 01 22 00-24, Amendment No. 0002, dated 28 March 2018, attached.

SECTION 32 01 13

d. SECTION TABLE OF CONTENTS 32 01 13 PAGE 1. Delete Section Table of Contents 32 01 13 Page 1, in its entirety, and substitute revised Section Table of Contents 32 01 13 Page 1, Amendment No. 0002, dated 28 March 2018, attached.

e. PAGE 32 01 13-3. Delete page 32 01 13-3, in its entirety, and substitute therefor revised pages 32 01 13-3, Amendment No. 0002, dated 28 March 2018, attached.

SECTION 32 13 13

f. SECTION TABLE OF CONTENTS 32 13 13 PAGE 2. Delete Section Table of Contents 32 13 13 Page 2, in its entirety, and substitute revised Section Table of Contents 32 13 13 Page 2, Amendment No. 0002, dated 28 March 2018, attached.

g. PAGE 32 13 13-12. Delete page 32 13 13-12, in its entirety, and substitute therefor revised pages 32 13 13-12, Amendment No. 0002, dated 28 March 2018, attached.

SECTION 32 98 00

h. PAGE 32 98 00-3. Delete page 32 98 00-3 in its entirety, and substitute revised page 32 98 00-3, Amendment No. 0002, dated 28 March 2018, attached.

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

ORDERING PERIOD NO. 1

0001 Existing Aggregate Base

0001AA First 1,000 Square Yards 1,000 SY $ $

0001AB Over 1,000 Square Yards 500 SY $ $

0002 Existing Aggregate Base, Additional

Aggregate

100 TN $ $

0003 Existing Surface/Base Milling 750 SY $ $

0004 Aggregate Base Course 1,000 TN $ $

0005 Asphalt Pavement Patching 500 SY $ $

0006 Portland Cement or Fly Ash Base

Course

0006AA Stabilization 2,000 SY $ $

0006AB Portland Cement 250 TN $ $

0006AC Fly Ash 250 TN $ $

0007 ACC Pavement Milling 1,000 SY $ $

0008 Asphalt Crack Sealing 15,000 LF $ $

0009 PCC Pavement Milling 100 SY $ $

0010 Concrete Crack/Joint Sealing 1,500 LF $ $

0011 Concrete Curb and Gutter 1,000 LF $ $

0012 HMA Pavement Demolition and Removal 2,500 SY $ $

0013 PCC Pavement and Curb and Gutter

Demolition and Removal

2,500 SY $ $

0014 Trail Section Replacement 1,000 SY $ $

0015 HMA Binder Course

0015AA First 1,000 Tons 1,000 TN $ $

0015AB Over 1,000 Tons 500 TN $ $

0016 HMA Surface Course

0016AA First 2,000 Tons 2,000 TN $ $

0016AB Over 2,000 Tons 2,000 TN $ $

0017 Removal of Existing Pavement Marking

0017AA 4-Inch Wide Lines, Roadways 1,000 LF $ $

0017AB 4-Inch Wide Lines, Parking Areas 1,000 LF $ $

0017AC 12-Inch Wide Lines 200 LF $ $

0017AD Words and Symbols 10 EA $ $

0018 Pavement Marking

0018AA 4-Inch Wide Lines, Roadways 15,000 LF $ $

0018AB 4-Inch Wide Lines, Parking Areas

(Layout Required)

7,500 LF $ $

0018AC 12-Inch Wide Lines (Layout Required) 600 LF $ $

AMEND 0003

29 MARCH 2018

0018AD 4-Inch Wide Lines, Parking Areas

(Layout Not Required)

7,500 LF $ $

0018AE 12-Inch Wide Lines (Layout Not

Required)

600 LF $ $

0018AF Words and Symbols 20 EA $ $

0019 Aggregate Shoulders 500 TN $ $

0020 Topsoil 300 TN $ $

0021 Fill 100 CY $ $

0022 Excavation 100 CY $ $

0023 Emulsified Asphalt Slurry Seal

0023AA First 7,000 Square Yards 7,000 SY $ $

0023AB Over 7,000 Square Yards 7,000 SY $ $

0024 Bituminus Fog Coat

0024AA First 7,000 Square Yards 7,000 SY $ $

0024AB Over 7,000 Square Yards 7,000 SY $ $

0025 Removal of Cable Guardrail

0025AA First 3,000 Linear Feet 3,000 LF $ $

0025AB Over 3,000 Linear Feet 3,000 LF $ $

0026 Cable Guardrail Installation

0026AA First 500 Linear Feet 500 LF $ $

0026AB Over 500 Linear Feet 500 LF $ $

0027 Removal of Steel-Backed Timber

Guardrail

0027AA First 3,000 Linear Feet 3,000 LF $ $

0027AB Over 3,000 Linear Feet 3,000 LF $ $

0028 Steel-Backed Timber Guardrail

Installation

0028AA First 500 Linear Feet 500 LF $ $

0028AB Over 500 Linear Feet 500 LF $ $

0029 Removal of Steel Beam Guardrail

0029AA First 3,000 Linear Feet 3,000 LF $ $

0029AB Over 3,000 Linear Feet 3,000 LF $ $

0030 PCC Sidewalk 150 CY $ $

0031 Concrete Pavements and Slabs 500 CY $ $

0032 Synthetic Fiber Reinforcement 300 LB $ $

0033 Seeding 1,500 SY $ $

ORDERING PERIOD NO. 2

0101 Existing Aggregate Base

0101AA First 1,000 Square Yards 1,000 SY $ $

TOTAL OF ESTIMATED AMOUNTS ORDERING PERIOD NO. 1

(ITEM NOS. 0001 THROUGH 0033, INCL.)

0101AB Over 1,000 Square Yards 500 SY $ $

0102 Existing Aggregate Base, Additional

Aggregate

100 TN $ $

0103 Existing Surface/Base Milling 750 SY $ $

0104 Aggregate Base Course 1,000 TN $ $

0105 Asphalt Pavement Patching 500 SY $ $

0106 Portland Cement or Fly Ash Modified

Base Course

0106AA Stabilization 2,000 SY $ $

0106AB Portland Cement 250 TN $ $

0106AC Fly Ash 250 TN $ $

0107 ACC Pavement Milling 1,000 SY $ $

0108 Asphalt Crack Sealing 15,000 LF $ $

0109 PCC Pavement Milling 100 SY $ $

0110 Concrete Crack/Joint Sealing 1,500 LF $ $

0111 Concrete Curb and Gutter 1,000 LF $ $

0112 HMA Pavement Demolition and Removal 2,500 SY $ $

0113 PCC Pavement and Curb and Gutter

Demolition and Removal

2,500 SY $ $

0114 Trail Section Replacement 1,000 SY $ $

0115 HMA Binder Course

0115AA First 1,000 Tons 1,000 TN $ $

0115AB Over 1,000 Tons 500 TN $ $

0116 HMA Surface Course

0116AA First 2,000 Tons 2,000 TN $ $

0116AB Over 2,000 Tons 2,000 TN $ $

0117 Removal of Existing Pavement Marking

0117AA 4-Inch Wide Lines, Roadways 1,000 LF $ $

0117AB 4-Inch Wide Lines, Parking Areas 1,000 LF $ $

0117AC 12-Inch Wide Lines 200 LF $ $

0117AD Words and Symbols 10 EA $ $

0118 Pavement Marking

0118AA 4-Inch Wide Lines, Roadways 15,000 LF $ $

0118AB 4-Inch Wide Lines, Parking Areas

(Layout Required)

7,500 LF $ $

0118AC 12-Inch Wide Lines (Layout Required) 600 LF $ $

0118AD 4-Inch Wide Lines, Parking Areas

(Layout Not Required)

7,500 LF $ $

0118AE 12-Inch Wide Lines (Layout Not

Required)

600 LF $ $

0118AF Words and Symbols 20 EA $ $

0119 Aggregate Shoulders 500 TN $ $

0120 Topsoil 300 TN $ $

0121 Fill 100 CY $ $

0122 Excavation 100 CY $ $

0123 Emulsified Asphalt Slurry Seal

0123AA First 7,000 Square Yards 7,000 SY $ $

0123AB Over 7,000 Square Yards 7,000 SY $ $

0124 Bituminus Fog Coat

0124AA First 7,000 Square Yards 7,000 SY $ $

0124AB Over 7,000 Square Yards 7,000 SY $ $

0125 Removal of Cable Guardrail

0125AA First 3,000 Linear Feet 3,000 LF $ $

0125AB Over 3,000 Linear Feet 3,000 LF $ $

0126 Cable Guardrail Installation

0126AA First 500 Linear Feet 500 LF $ $

0126AB Over 500 Linear Feet 500 LF $ $

0127 Removal of Steel-Backed Timber

Guardrail

0127AA First 3,000 Linear Feet 3,000 LF $ $

0127AB Over 3,000 Linear Feet 3,000 LF $ $

0128 Steel-Backed Timber Guardrail

Installation

0128AA First 500 Linear Feet 500 LF $ $

0128AB Over 500 Linear Feet 500 LF $ $

0129 Removal of Steel Beam Guardrail

0129AA First 3,000 Linear Feet 3,000 LF $ $

0129AB Over 3,000 Linear Feet 3,000 LF $ $

0130 PCC Sidewalk 150 CY $ $

0131 Concrete Pavements and Slabs 500 CY $ $

0132 Synthetic Fiber Reinforcement 300 LB $ $

0133 Seeding 1,500 SY $ $

ORDERING PERIOD NO. 3

0201 Existing Aggregate Base

0201AA First 1,000 Square Yards 1,000 SY $ $

0201AB Over 1,000 Square Yards 500 SY $ $

0202 Existing Aggregate Base, Additional

Aggregate

100 TN $ $

0203 Existing Surface/Base Milling 750 SY $ $

0204 Aggregate Base Course 1,000 TN $ $

TOTAL OF ESTIMATED AMOUNTS (OPTION PERIOD NO. 2)

(ITEM NOS. 0101 THROUGH 0133, INCL.)

0205 Asphalt Pavement Patching 500 SY $ $

0206 Portland Cement or Fly Ash Modified

Base Course0206AA Stabilization 2,000 SY $ $

0206AB Portland Cement 250 TN $ $

0206AC Fly Ash 250 TN $ $

0207 ACC Pavement Milling 1,000 SY $ $

0208 Asphalt Crack Sealing 15,000 LF $ $

0209 PCC Pavement Milling 100 SY $ $

0210 Concrete Crack/Joint Sealing 1,500 LF $ $

0211 Concrete Curb and Gutter 1,000 LF $ $

0212 HMA Pavement Demolition and Removal 2,500 SY $ $

0213 PCC Pavement and Curb and Gutter

Demolition and Removal

2,500 SY $ $

0214 Trail Section Replacement 1,000 SY $ $

0215 HMA Binder Course

0215AA First 1,000 Tons 1,000 TN $ $

0215AB Over 1,000 Tons 500 TN $ $

0216 HMA Surface Course

0216AA First 2,000 Tons 2,000 TN $ $

0216AB Over 2,000 Tons 2,000 TN $ $

0217 Removal of Existing Pavement Marking

0217AA 4-Inch Wide Lines, Roadways 1,000 LF $ $

0217AB 4-Inch Wide Lines, Parking Areas 1,000 LF $ $

0217AC 12-Inch Wide Lines 200 LF $ $

0217AD Words and Symbols 10 EA $ $

0218 Pavement Marking

0218AA 4-Inch Wide Lines, Roadways 15,000 LF $ $

0218AB 4-Inch Wide Lines, Parking Areas

(Layout Required)

7,500 LF $ $

0218AC 12-Inch Wide Lines (Layout Required) 600 LF $ $

0218AD 4-Inch Wide Lines, Parking Areas

(Layout Not Required)

7,500 LF $ $

0218AE 12-Inch Wide Lines (Layout Not

Required)

600 LF $ $

0218AF Words and Symbols 20 EA $ $

0219 Aggregate Shoulders 500 TN $ $

0220 Topsoil 300 TN $ $

0221 Fill 100 CY $ $

0222 Excavation 100 CY $ $

0223 Emulsified Asphalt Slurry Seal

0223AA First 7,000 Square Yards 7,000 SY $ $

0223AB Over 7,000 Square Yards 7,000 SY $ $

0224 Bituminus Fog Coat

0224AA First 7,000 Square Yards 7,000 SY $ $

0224AB Over 7,000 Square Yards 7,000 SY $ $

0225 Removal of Cable Guardrail

0225AA First 3,000 Linear Feet 3,000 LF $ $

0225AB Over 3,000 Linear Feet 3,000 LF $ $

0226 Cable Guardrail Installation

0226AA First 500 Linear Feet 500 LF $ $

0226AB Over 500 Linear Feet 500 LF $ $

0227 Removal of Steel-Backed Timber

Guardrail

0227AA First 3,000 Linear Feet 3,000 LF $ $

0227AB Over 3,000 Linear Feet 3,000 LF $ $

0228 Steel-Backed Timber Guardrail

Installation

0228AA First 500 Linear Feet 500 LF $ $

0228AB Over 500 Linear Feet 500 LF $ $

0229 Removal of Steel Beam Guardrail

0229AA First 3,000 Linear Feet 3,000 LF $ $

0229AB Over 3,000 Linear Feet 3,000 LF $ $

0230 PCC Sidewalk 150 CY $ $

0231 Concrete Pavements and Slabs 500 CY $ $

0232 Synthetic Fiber Reinforcement 300 LB $ $

0233 Seeding 1,500 SY $ $

CY = CUBIC YARDS EA = EACH

LF = LINEAR FEET SY = SQUARE YARDS TN = TONS

ENSURE UNIT PRICES AND AMOUNT LINES FOR ALL ITEMS ARE COMPLETED.

THE GOVERNMENT RESERVES THE RIGHT TO AWARD ANY OR ALL

TOTAL OF ESTIMATED AMOUNTS ORDERING PERIOD NO. 3

(ITEM NOS. 0201 THROUGH 0233, INCL.)

TOTAL OF ESTIMATED AMOUNTS ORDERING PERIOD NO. 1 AND ORDERING

PERIOD NO. 2

(ITEM NOS. 0001 THROUGH 0133, INCL.)

TOTAL OF ESTIMATED AMOUNTS ORDERING PERIOD NO. 1, ORDERING PERIOD

NO. 2, AND ORDERING PERIOD NO. 3

(ITEM NOS. 0001 THROUGH 0233, INCL.)

ORDERING PERIODS AFTER THE DATE THE CONTRACTOR RECEIVES

NOTICE TO PROCEED.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Existing Aggregate Base

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Existing Aggregate Base, Additional Aggregate

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Existing Surface/Base Milling

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Aggregate Base Course

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Asphalt Pavement Patching

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Stabilization

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Portland Cement

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Fly Ash

1.2.8.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.9 ACC Pavement Milling

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 Asphalt Crack Sealing

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 PCC Pavement Milling

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

SECTION TABLE OF CONTENTS 01 22 00 Page 1

1.2.12 Concrete Crack/Joint Sealing

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 Concrete Curb and Gutter

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 HMA Pavement Demolition and Removal

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 PCC Pavement and Curb and Gutter Demolition and Removal

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 Trail Section Replacement

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 HMA Binder Course

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 HMA Surface Course

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 Removal of Existing Pavement Marking

1.2.19.1 Payment for Striping Removal

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.19.4 Payment for Words and Symbols Removal

1.2.19.5 Measurement

1.2.19.6 Unit of Measure

1.2.20 Pavement Marking

1.2.20.1 Payment for Striping Marking

1.2.20.2 Measurement

1.2.21.3 Unit of Measure

1.2.20.4 Payment for Words and Symbols Marking

1.2.21.5 Measurement

1.2.21.6 Unit of Measure

1.2.21 Aggregate Shoulders

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 Topsoil

1.2.22.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.23 Fill

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.24 Excavation

1.2.24.1 Payment

1.2.25.2 Measurement

1.2.25.3 Unit of Measure

1.2.25 Emulsified Asphalt Slurry Seal

SECTION TABLE OF CONTENTS 01 22 00 Page 2

1.2.25.1 Payment

1.2.25.2 Measurement

1.2.25.3 Unit of Measure

1.2.26 Bituminous Fog Coat

1.2.26.1 Payment

1.2.26.2 Measurement

1.2.26.3 Unit of Measure

1.2.27 Removal of Cable Guardrail

1.2.27.1 Payment

1.2.27.2 Measurement

1.2.27.3 Unit of Measure

1.2.28 Cable Guardrail Installation

1.2.28.1 Payment

1.2.28.2 Measurement

1.2.28.3 Unit of Measure

1.2.29 Removal of Steel-Backed Timber Guardrail

1.2.29.1 Payment

1.2.29.2 Measurement

1.2.29.3 Unit of Measure

1.2.30 Steel-Backed Timber Guardrail Installation

1.2.30.1 Payment

1.2.30.2 Measurement

1.2.30.3 Unit of Measure

1.2.31 Removal of Steel Beam Guardrail

1.2.31.1 Payment

1.2.31.2 Measurement

1.2.31.3 Unit of Measure

1.2.32 PCC Sidewalk

1.2.32.1 Payment

1.2.32.2 Measurement

1.2.32.3 Unit of Measure

1.2.33 Concrete Pavement and Slabs

1.2.33.1 Payment

1.2.33.2 Measurement

1.2.33.3 Unit of Measure

1.2.34 Synthetic Fiber Reinforcement

1.2.34.1 Payment

1.2.34.2 Measurement

1.2.34.3 Unit of Measure

1.2.35 Seeding

1.2.35.1 Payment

1.2.35.2 Measurement

1.2.35.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS 01 22 00 Page 3

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Weight Certificates

Submit monthly all waybills or delivery tickets during the progress of the work for all aggregates, HMA, topsoil, and fill material used in the construction, as applicable.

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 SCHEDULE OF PRICES and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, surveys, and for performing all work required for each of the unit price items.

1.2.1 Existing Aggregate Base

1.2.1.1 Payment

Payment for all costs associated with the reworking, preparing, shaping, and compacting the existing aggregate base will be made at the Contract unit price for the following:

Item No. 0001AA, "Existing Aggregate Base, First 1,000 Square Yards," (Ordering Period No. 1);

Item No. 0001AB, "Existing Aggregate Base, Over 1,000 Square Yards," (Ordering Period No. 1);

Item No. 0101AA, "Existing Aggregate Base, First 1,000 Square Yards," (Ordering Period No. 2);

Item No. 0101AB, "Existing Aggregate Base, Over 1,000 Square Yards," (Ordering Period No. 2);

01 22 00-1

Item No. 0201AA, "Existing Aggregate Base, First 1,000 Square Yards," (Ordering Period No. 3); and

Item No. 0201AB, "Existing Aggregate Base, Over 1,000 Square Yards," (Ordering Period No. 3); as applicable.

No payment will be made for additional water required to reach the compaction not less than 98 percent maximum laboratory density to full depth (maximum of 8 inches). Apply water by an approved sprinkling equipment in such amounts as are necessary to obtain optimum moisture for compaction and consolidation of the existing mixture to the specified density. This item does not include additional costs of aggregate or removal and disposal of subgrade material.

1.2.1.2 Measurement

The quantity for preparing, shaping, and compacting the existing aggregate base, including testing of soils (if applicable) prior to disposing of excess soil materials, will be paid by determining the actual measurement in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.1.3 Unit of Measure

Unit of measure: square yard.

1.2.2 Existing Aggregate Base, Additional Aggregate

1.2.2.1 Payment

Payment for all costs associated with the reworking, preparing, shaping, and compacting the existing aggregate base with additional aggregate will be made at the Contract unit price for the following:

Item No. 0002, "Existing Aggregate Base, Additional Aggregate" (Ordering Period No. 1);

Item No. 0102, "Existing Aggregate Base, Additional Aggregate," (Ordering Period No. 2); and

Item No. 0202, "Existing Aggregate Base, Additional Aggregate," (Ordering Period No. 3).

No payment will be made for additional water required to reach the compaction not less than 98 percent maximum laboratory density to full depth (maximum of 8 inches). Apply water by an approved sprinkling equipment in such amounts as are necessary to obtain optimum moisture for compaction and consolidation of the existing mixture to the specified density.

1.2.2.2 Measurement

Additional aggregate delivered and used for the preparation of existing compacted aggregate base will be paid by the number of tons (2,000 pounds), weighed on approved scales in the presence of a Government inspector, accepted in the completed work. Provide scales at the expense of the

01 22 00-2

Contractor. Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

1.2.2.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.2.3 Existing Surface/Base Milling

1.2.3.1 Payment

Payment for all costs associated with the milling/pulverizing of existing bituminous surfacing, preparation, shaping, and compacting of existing bituminous surfacing/aggregate base will be made at the Contract unit price for the following:

Item No. 0003, "Existing Surface/Base Milling," (Ordering Period No. 1);

Item No. 0103, "Existing Surface/Base Milling," (Ordering Period No. 2);

Item No. 0203, "Existing Surface/Base Milling," (Ordering Period No.

3); and

No payment will be made for additional water required to reach the.

compaction not less than 98 percent maximum laboratory density to full depth (maximum of 8 inches). Apply water by an approved sprinkling equipment in such amounts as are necessary to obtain optimum moisture for compaction and consolidation of the existing mixture to the specified density.

1.2.3.2 Measurement

The quantity for milling, shaping, and compacting the existing bituminous surfacing/aggregate base, including disposal of excess materials, will be paid by determining the actual measurement as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.3.3 Unit of Measure

Unit of measure: square yard.

1.2.4 Aggregate Base Course

1.2.4.1 Payment

Payment for all costs associated with construction of compacted aggregate base course, including, but not limited to, providing aggregate, shaping, compacting, and testing of soils (if applicable) prior to disposing of excess subgrade material will be made at the Contract unit price for the following:

Item No. 0004, "Aggregate Base Course," (Ordering Period No. 1);

Item No. 0104, "Aggregate Base Course," (Ordering Period No. 2); and

01 22 00-3

Item No. 0204, "Aggregate Base Course," (Ordering Period No. 3); as applicable.

No payment will be made for additional water required to reach the compaction not less than 98 percent maximum laboratory density to full depth (maximum of 8 inches). Apply water by approved sprinkling equipment in such amounts as are necessary to obtain optimum moisture for compaction and consolidation of the existing mixture to the specified density.

Excavation and disposal of subgrade materials, preparation and compaction of subgrade materials, and all costs in connection will be considered as a subsidiary obligation of the Contractor.

1.2.4.2 Measurement

Aggregate used will be paid by the number of tons (2,000 pounds), weighed on approved scales in the presence of a Government inspector, accepted in the completed work. Provide scales at the expense of the Contractor.

Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer.

No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

1.2.4.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.2.5 Asphalt Pavement Patching

1.2.5.1 Payment

Payment for all costs associated with the asphalt pavement patching including, but not limited to, cutting, removal and disposal of removed materials (first 16 inches thick), tack coating edges, and placing and compacting asphalt patching material will be made at the Contract unit price for the following:

Item No. 0005, "Asphalt Pavement Patching" (Ordering Period No. 1);

Item No. 0105, "Asphalt Pavement Patching" (Ordering Period No. 2); and

Item No. 0205, "Asphalt Pavement Patching" (Ordering Period No. 3); as applicable.

1.2.5.2 Measurement

The quantity for furnishing, preparation, placing, and compacting asphalt pavement patches, including disposal of excess materials, will be paid by determining the actual measurement as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.5.3 Unit of Measure

Unit of measure: square yard.

01 22 00-4

1.2.6 Stabilization

1.2.6.1 Payment

Payment for all costs associated with the base course stabilization, will be made at the Contract unit price for the following:

Item No. 0006AA, "Compacted Portland Cement or Fly Ash Modified Base Course - Stabilization," (Ordering Period No. 1);

Item No. 0106AA, "Compacted Portland Cement or Fly Ash Modified Base Course - Stabilization," (Ordering Period No. 2); and

Item No. 0206AA, "Compacted Portland Cement or Fly Ash Modified Base Course - Stabilization," (Ordering Period No. 3); as applicable.

1.2.6.2 Measurement

The quantity for stabilizing the base course, will be paid by determining the actual measurement as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.6.3 Unit of Measure

Unit of measure: square yard.

1.2.7 Portland Cement

1.2.7.1 Payment

Payment for all costs associated with installing Portland cement, will be made at the Contract unit price for the following:

Item No. 0006AB, "Compacted Portland Cement or Fly Ash Modified Base Course - Portland Cement," (Ordering Period No. 1);

Item No. 0106AB, "Compacted Portland Cement or Fly Ash Modified Base Course - Portland Cement," (Ordering Period No. 2); and

Item No. 0206AB, "Compacted Portland Cement or Fly Ash Modified Base Course - Portland Cement," (Ordering Period No. 3); as applicable.

No measurement will be made for wasted Portland cement or Portland cement/fly ash used in work considered deficient by the Contracting Officer, nor for Portland cement used for the convenience of the Contractor.

1.2.7.2 Measurement

Cement used for construction of the compacted portland cement modified base course will be paid by the number of tons (2,000 pounds), weighed on approved scales in the presence of a Government inspector, accepted in the completed work. Provide scales at the expense of the Contractor. Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

01 22 00-5

1.2.7.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.2.8 Fly Ash

1.2.8.1 Payment

Payment for all costs associated with compacted fly ash modified base course, will be made at the Contract unit price for the following:

Item No. 0006AC, "Compacted Portland Cement or Fly Ash Modified Base Course - Fly Ash," (Ordering Period No. 1);

Item No. 0106AB, "Compacted Portland Cement or Fly Ash Modified Base Course - Fly Ash," (Ordering Period No. 2); and

Item No. 0206AB, "Compacted Portland Cement or Fly Ash Modified Base Course - Fly Ash," (Ordering Period No. 3); as applicable.

No measurement will be made for wasted Portland cement or Portland cement/fly ash used in work considered deficient by the Contracting Officer, nor for Portland cement used for the convenience of the Contractor.

1.2.7.2 Measurement

Cement used for construction of the fly ash modified base course will be paid by the number of tons (2,000 pounds), weighed on approved scales in the presence of a Government inspector, accepted in the completed work.

Provide scales at the expense of the Contractor. Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

1.2.7.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.2.9 ACC Pavement Milling

1.2.9.1 Payment

Payment for all costs associated with the ACC pavement milling will be made at the Contract unit price for the following:

Item No. 0007, "ACC Pavement Milling," (Ordering Period No. 1);

Item No. 0107, "ACC Pavement Milling," (Ordering Period No. 2); and

Item No. 0207, "ACC Pavement Milling," (Ordering Period No. 3); as applicable.

No payment will be made for milling outside the specified area of work.

01 22 00-6

1.2.9.2 Measurement

The quantity of milled pavement shall be the number of square yards completed to the required depth and accepted as determined by the Contracting Officer. The number of square yards and depth of milled pavement will be determined by measuring the area of the milled surface to the nearest square yard and depth milled to the nearest inch as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.9.3 Unit of Measure

Unit of measure: square yard per inch of depth.

1.2.10 Asphalt Crack Sealing

1.2.10.1 Payment

Payment for all costs associated with the asphalt crack sealing will be made at the Contract unit price for the following:

Item No. 0008, "Asphalt Crack Sealing," (Ordering Period No. 1);

Item No. 0108, "Asphalt Crack Sealing," (Ordering Period No. 2); and

Item No. 0208, "Asphalt Crack Sealing," (Ordering Period No. 3); as applicable.

1.2.10.2 Measurement

The quantity of asphalt crack sealing will be paid by determining the actual measurement of linear feet as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.10.3 Unit of Measure

Unit of measure: linear foot.

1.2.11 PCC Pavement Milling

1.2.11.1 Payment

Payment for all costs associated with the PCC pavement milling will be made at the Contract unit price for the following:

Item No. 0009, "PCC Pavement Milling," (Ordering Period No. 1);

Item No. 0109, "PCC Pavement Milling," (Ordering Period No. 2); and

Item No. 0209, "PCC Pavement Milling," (Ordering Period No. 3); as applicable.

No payment will be made for milling outside the specified area of work.

01 22 00-7

1.2.11.2 Measurement

The quantity of milled pavement will be paid by determining the number of square yards completed to the required depth and accepted as determined by the Contracting Officer. The number of square yards and depth of milled pavement will be determined by measuring the area of the milled surface to the nearest square yard and depth milled to the nearest inch as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.11.3 Unit of Measure

Unit of measure: square yard per inch of depth.

1.2.12 Concrete Crack/Joint Sealing

1.2.12.1 Payment

Payment for all costs associated with the concrete crack/joint sealing will be made at the Contract unit price for the following:

Item No. 0010, "Concrete Crack/Joint Sealing," (Ordering Period No. 1);

Item No. 0110, "Concrete Crack/Joint Sealing," (Ordering Period No. 2);

and

Item No. 0210, "Concrete Crack/Joint Sealing," (Ordering Period No. 3);

as applicable.

1.2.12.2 Measurement

The quantity of crack and/or joint sealing will be paid by determining the actual measurement of linear feet as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.12.3 Unit of Measure

Unit of measure: linear foot.

1.2.13 Concrete Curb and Gutter

1.2.13.1 Payment

Payment for all costs associated with the concrete curb and gutter including excavation, base material, tie bars, dowels for construction joints, saw cut contraction joints, sealing joints with joint fillers and joint sealers, and backfill be made at the Contract unit price, including any modifications to manholes, hand holes, and storm water inlets or outlets as necessary for leveling or matching to surface grade for the following:

Item No. 0011, "Concrete Curb and Gutter," (Ordering Period No. 1);

Item No. 0111, "Concrete Curb and Gutter," (Ordering Period No. 2); and

01 22 00-8

Item No. 0211, "Concrete Curb and Gutter," (Ordering Period No. 3); as applicable.

1.2.13.2 Measurement

The quantities of curb and gutter will be the number of linear feet constructed as indicated, measured along the face of the curb at the gutter line as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.13.3 Unit of Measure

Unit of measure: linear foot.

1.2.14 HMA Pavement Demolition and Removal

1.2.14.1 Payment

Payment for all costs associated with the demolition, removal, and disposal of existing asphalt pavement first 8 inches in thickness and aggregate base/subgrade first 16 inches in thickness will be made at the Contract unit price for the following:

Item No. 0012, "HMA Pavement Demolition and Removal," (Ordering Period No. 1);

Item No. 0112, "HMA Pavement Demolition and Removal," (Ordering Period No. 2); and

Item No. 0212, "HMA Pavement Demolition and Removal," (Ordering Period No. 3); as applicable.

1.2.14.2 Measurement

The quantities paid for will be the number of square yards removed and properly disposed as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.14.3 Unit of Measure

Unit of measure: square yard.

1.2.15 PCC Pavement and Curb and Gutter Demolition and Removal

1.2.15.1 Payment

Payment for all costs associated with the demolition, removal, and disposal of concrete pavement, existing PCC pavement first 8 inches in thickness, and/or curb and gutter first 12 inches in thickness, and aggregate base/subgrade first 16 inches in thickness will be made at the Contract unit price for the following:

Item No. 0013, "PCC Pavement and Curb and Gutter Demolition and Removal," (Ordering Period No. 1);

Item No. 0113, "PCC Pavement and Curb and Gutter Demolition and Removal," (Ordering Period No. 2); and

01 22 00-9

Item No. 0213, "PCC Pavement and Curb and Gutter Demolition and Removal," (Ordering Period No. 3); as applicable.

1.2.15.2 Measurement

The quantities will be paid for by determining the number of square yards removed and properly disposed as determined in the field by the Contractor and approved by the Contracting Officer after the work is completed.

1.2.15.3 Unit of Measure

Unit of measure: square yard.

1.2.16 Trail Section Replacement

1.2.16.1 Payment

Payment for all costs associated with connecting the replacement of trail sections; removal and disposal of existing ACC or PCC trail First 6 inches, aggregate base/subgrade first 10 inches, and shoulders first 1 foot from edges of trail at depth of 12 inches; preparation of the exposed subgrade including shoulder subgrade (scarification and compaction subgrade to a depth of 8 inches), tack coat, placement of 8 inches of compacted aggregate base under trail width and shoulders first 1 foot from edges of trail. The placement depth of HMA surface course to be 4 inches compacted placed.

Placement of topsoil shoulders to provide drainage and seeded as specified will be made at the Contract unit price for the following:

Item No. 0014, "Trail Section Replacement," (Ordering Period No. 1);

Item No. 0114, "Trail Section Replacement," (Ordering Period No. 2); and

Item No. 0214, "Trail Section Replacement," (Ordering Period No. 3); as applicable.

1.2.16.2 Measurement

The quantities for trail section replacement will be paid for based upon the number of square yards of HMA surface for trail section placed as determined in the field by the Contractor and approved by the Contacting Officer after the work is complete.

1.2.16.3 Unit of Measure

Unit of measure: square yard.

1.2.17 HMA Binder Course

1.2.17.1 Payment

Payment for all costs associated with construction of HMA binder course, test sections, and tack coat will be made at the Contract unit price including any modifications to manholes, hand holes, and storm water inlets or outlets as necessary for leveling or matching to surface grade and does not include bituminous surfacing materials associated with pavement patching for the following:

01 22 00-10

Item No. 0015AA, "HMA Binder Course, First 1,000 Ton" (Ordering Period No. 1);

Item No. 0015AB, "HMA Binder Course, Over 1,000 Ton," (Ordering Period No. 1);

Item No. 0115AA, "HMA Binder Course, First 1,000 Ton," (Ordering Period No. 2);

Item No. 0115AB, "HMA Binder Course, Over 1,000 Ton," (Ordering Period No. 2);

Item No. 0215AA, "HMA Binder Course, First 1,000 Ton," (Ordering Period No. 3);

Item No. 0215AB, "HMA Binder Course, Over 1,000 Ton," (Ordering Period No. 3); as applicable.

a. No payment will be made for defective areas until corrected.

b. Except for the specified tolerance, no payment will be made for increased volumes resulting from thickness in excess of that specified in Section 32 12 16 HOT-MIX ASPHALT (HMA) PAVING paragraph "General Requirements for Use of Mechanical Spreader."

1.2.17.2 Measurement

Binder course will be paid for by determining the number of tons (2,000 pounds) of bituminous mixture used in the accepted work. Bituminous mixtures to be weighed after mixing, and no deduction will be made for weight of bituminous materials incorporated. Binder course will be weighed on approved scales in the presence of a Government inspector, accepted in the completed work. Provide scales at the expense of the Contractor. Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

1.2.17.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.2.18 HMA Surface Course

1.2.18.1 Payment

Payment for all costs associated with construction of HMA surface course including testing sections and tack coat will be made at the Contract unit price including any modifications to manholes, hand holes, and storm water inlets or outlets as necessary for leveling or matching to surface grade and does not include bituminous surfacing materials associated with pavement patching for the following:

Item No. 0016AA, "HMA Surface Course, First 2,000 Ton," (Ordering Period No. 1);

01 22 00-11

Item No. 0016AB, "HMA Surface Course, Over 2,000 Ton," (Ordering Period No. 1);

Item No. 0116AA, "HMA Surface Course,First 2,000 Ton," (Ordering Period No. 2);

Item No. 0116AB, "HMA Surface Course, Over 2,000 Tons," (Ordering Period No. 2);

Item No. 0216AA, "HMA Surface Course, First 2,000 Ton," (Ordering Period No. 3); and

Item No. 0216AB, "HMA Surface Course, Over 2,000 Tons," (Ordering Period No. 3); as applicable.

a. No payment will be made for defective areas until corrected.

b. Except for the specified tolerance, no payment will be made for increased volumes resulting from thickness in excess of that specified in Section 32 12 16 HOT-MIX ASPHALT (HMA) PAVING paragraph "General Requirements for Use of Mechanical Spreader."

1.2.18.2 Measurement

Surface course weights paid for will be determined by the number of tons (2,000 pounds) of bituminous mixture used in the accepted work. Bituminous mixtures to be weighed after mixing, and no deduction will be made for weight of bituminous materials incorporated therein. Surface course will be weighed on approved scales in the presence of a Government inspector.

Provide scales at the expense of the Contractor. Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

1.2.18.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.2.19 Removal of Existing Pavement Marking

1.2.19.1 Payment for Striping Removal

Payment for all costs associated with the removal of existing pavement striping will be made at the Contract unit price for the following:

Item No. 0017AA, "Removal of Existing Pavement Marking, 4 Inch Wide Lines, Roadways," (Ordering Period No. 1);

Item No. 0017AB, "Removal of Existing Pavement Marking, 4 Inch Wide Lines, Parking Areas," (Ordering Period No. 1);

Item No. 0017AC, "Removal of Existing Pavement Marking, 12 Inch Wide Lines," (Ordering Period No. 1);

Item No. 0117AA, Removal of Existing Pavement Marking, 4 Inch Wide Lines, Roadways," (Ordering Period No. 2);

01 22 00-12

Item No. 0117AB, Removal of Existing Pavement Marking, 4 Inch Wide Lines, Parking Areas," (Ordering Period No. 2);

Item No. 0117AC, Removal of Existing Pavement Marking, 12 Inch Wide Lines," (Ordering Period No. 2);

Item No. 0217AA, Removal of Existing Pavement Marking, 4 Inch Wide Lines, Roadways," (Ordering Period No. 3);

Item No. 0217AB, Removal of Existing Pavement Marking, 4 Inch Wide Lines, Parking Areas," (Ordering Period No. 3); and

Item No. 0217AC, Removal of Existing Pavement Marking, 12 Inch Wide Lines," (Ordering Period No. 3);, as applicable.

1.2.19.2 Measurement

The unit of measurement for removal of existing pavement striping shall be the number of linear feet of striping removed as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.19.3 Unit of Measure

Unit of measure: linear foot.

1.2.19.4 Payment for Words and Symbols Removal

Payment for removal of existing pavement words and symbols will be made at the Contract unit price for the following:

Item No. 0017AD, "Removal of Existing Pavement Marking, Words and Symbols," (Ordering Period No. 1);

Item No. 0117AD, "Removal of Existing Pavement Marking, Words and Symbols," (Ordering Period No. 2); and

Item No. 0217AD, "Removal of Existing Pavement Marking, Words and Symbols," (Ordering Period No. 3); as applicable.

1.2.19.5 Measurement

The unit of measurement for removal of existing pavement words and symbols will be by the number each of words and symbols removed as determined in the field by the Contractor and accepted by the Contracting Officer.

1.2.19.6 Unit of Measure

Unit of measure: each.

1.2.20 Pavement Marking

1.2.20.1 Payment for Striping Marking

Payment for pavement striping and reflective media, will be made at the Contract unit price for the following:

01 22 00-13

Item No. 0018AA, "Pavement Marking, 4 Inch Wide Lines, Roadways," (Ordering Period No. 1);

Item No. 0018AB, "Pavement Marking, 4 Inch Wide Lines, Parking Areas (Layout Required)," (Ordering Period No. 1);

Item No. 0018AC, "Pavement Marking, 12 Inch Wide Lines (Layout not Required)," (Ordering Period No. 1);

Item No. 0018AD, "Pavement Marking, 4 Inch Wide Lines, Parking Areas (Layout Not Required)," (Ordering Period No. 1);

Item No. 0018AE, "Pavement Marking, 12 Inch Wide Lines (Layout Not Required)," (Ordering Period No. 1);

Item No. 0118AA, "Pavement Marking, 4 Inch Wide Lines, Roadways," (Ordering Period No. 2);

Item No. 0118AB, "Pavement Marking, 4 Inch Wide Lines, Parking Areas (Layout Required)," (Ordering Period No. 2);

Item No. 0118AC, "Pavement Marking, 12 Inch Wide Lines (Layout not Required)," (Ordering Period No. 2);

Item No. 0118AD, "Pavement Marking, 4 Inch Wide Lines" Parking Areas (Layout Not Required)," (Ordering Period No. 2);

Item No. 0118AE, "Pavement Marking, 12 Inch Wide Lines" (Layout Not Required)," (Ordering Period No. 2);

Item No. 0218AA, "Pavement Marking, 4 Inch Wide Lines, Roadways," (Ordering Period No. 3);

Item No. 0218AB, "Pavement Marking, 4 Inch Wide Lines, Parking Areas (Layout Required)," (Ordering Period No. 3);

Item No. 0218AC, "Pavement Marking, 12 Inch Wide Lines" (Layout not Required)," (Ordering Period No. 3);

Item No. 0218AD, "Pavement Marking, 4 Inch Wide Lines, Parking Areas (Layout Not Required)," (Ordering Period No. 3); and

Item No. 0218AE, "Pavement Marking, 12 Inch Wide Lines" (Layout Not Required)," (Ordering Period No. 3); as applicable.

1.2.20.2 Measurement

The unit of measurement for pavement striping shall be the number of linear feet of striping actually completed as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.21.3 Unit of Measure

Unit of measure: linear feet.

01 22 00-14

1.2.20.4 Payment for Words and Symbols Marking

Payment for pavement word and symbol markings and reflective media will be made at the Contract unit price each for the following:

Item No. 0018AF, "Pavement Marking, Words and Symbols," (Ordering Period No. 1);

Item No. 0118AF, "Pavement Marking, Words and Symbols," (Ordering Period No. 2); and

Item No. 0218AF, "Pavement Marking, Words and Symbols," (Ordering Period No. 3); as applicable.

1.2.21.5 Measurement

The unit of measurement for pavement word and symbol will be the number each of words and symbols actually completed as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.21.6 Unit of Measure

Unit of measure: each.

1.2.21 Aggregate Shoulders

1.2.21.1 Payment

Payment will be made for all costs associated with furnishing and placement of compacted aggregate for shoulders.

Item No. 0019, "Aggregate Shoulders," (Ordering Period No. 1);

Item No. 0119, "Aggregate Shoulders," (Ordering Period No. 2); and

Item No. 0219, "Aggregate Shoulders," (Ordering Period No. 3); as applicable.

1.2.21.2 Measurement

Aggregate used for construction will be the number of tons (2,000 pounds), weighed on approved scales in the presence of a Government inspector, accepted in the completed work. Provide scales at the expense of the Contractor. Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

1.2.21.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

01 22 00-15

1.2.22 Topsoil

1.2.22.1 Payment

Payment for all costs associated with furnishing, placing, compacting topsoil and if required materials associated with any modifications to manholes, hand holes, and storm water inlets or outlets as necessary for leveling or matching to surface grade as applicable:

Item No. 0020, "Topsoil," (Ordering Period No. 1);

Item No. 0120, "Topsoil," (Ordering Period No. 2); and

Item No. 0220, "Topsoil," (Ordering Period No. 3); as applicable.

No payment will be made for additional water required for compaction requirements. Apply water by an approved sprinkling equipment in such amounts as are necessary to obtain optimum moisture for compaction and consolidation of the existing mixture to the specified density, as applicable.

1.2.23.2 Measurement

Topsoil used for construction will be the number of tons (2,000 pounds), weighed on approved scales in the presence of a Government inspector, accepted in the completed work. Provide scales by and at the expense of the Contractor. Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

1.2.23.3 Unit of Measure

Unit of measure: tons (2,000 pounds).

1.2.23 Fill

1.2.23.1 Payment

Payment for all costs associated with furnishing, placing, grading, shaping, and compacting fill (if applicable) will be made at the Contract unit price for the following:

Item No. 0021, "Fill," (Ordering Period No. 1);

Item No. 0121, "Fill," (Ordering Period No. 2); and

Item No. 0221, "Fill," (Ordering Period No. 3); as applicable.

1.2.23.2 Measurement

The quantities for fill used for construction will be paid for based upon the number of cubic yards of fill placed as determined by the Contractor and approved by the Government in the field after the work is complete. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected.

01 22 00-16

1.2.23.3 Unit of Measure

Unit of measure: cubic yards.

1.2.24 Excavation

1.2.24.1 Payment

Payment for all costs associated with the excavation operations will be made at the Contract unit price for the following:

Item No. 0022, "Excavation," (Ordering Period No. 1);

Item No. 0122, "Excavation," (Ordering Period No. 2); and

Item No. 0222, "Excavation," (Ordering Period No. 3); as applicable.

1.2.25.2 Measurement

The quantity of excavated materials will be paid by determining the measurement as determined in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.2.25.3 Unit of Measure

Unit of measure: cubic yard.

1.2.25 Emulsified Asphalt Slurry Seal

1.2.25.1 Payment

Payment for all costs associated with the emulsified asphalt slurry seal will be made at the Contract…