W912EK18B0002_-_Amend_0002.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 make changes to the SCHEDULE OF PRICES; SECTION 01 22 00; SECTION 32 01 13; SECTION 32 13 13;

and SECTION 32 98 00.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 28-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

28-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 Amendment:

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 $ $

Saylorville Lake IDIQ

BCOES Review

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

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.)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

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 $ $

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

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.)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

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 $ $

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

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.)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

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 TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 01 13

BITUMINOUS FOG COATS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 EQUIPMENT, TOOLS, AND MACHINES

1.3.1 General

1.3.2 Bituminous Distributor

1.3.3 Heating Equipment for Storage Tanks

1.3.4 Brooms and Blowers

1.4 ENVIRONMENTAL REQUIREMENTS

1.5 QUALITY ASSURANCE

1.5.1 Samples

1.5.2 Equipment Calibration

1.6 DELIVERY, STORAGE, AND HANDLING

1.7 DELETED

PART 2 PRODUCTS

2.1 EMULSIFIED ASPHALT FOR FOG SEAL

2.2 SAND

2.3 WATER

PART 3 EXECUTION

3.1 PREPARATION OF SURFACE

3.2 APPLICATION TEMPERATURE

3.2.1 Viscosity Relationship

3.2.2 Temperature Ranges

3.3 APPLICATIONS

3.3.1 Trial Application

3.3.2 Application

3.3.3 Sand Application

3.4 SURFACE SMOOTHNESS REQUIREMENTS

3.5 TRAFFIC CONTROL

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS 32 01 13 Page 1

AMEND 0002

28 MARCH 2018

1.5.1 Samples

Take samples in accordance with AASHTO R 66 or ASTM D140/D140M.

1.5.2 Equipment Calibration

Perform all calibrations prior to applying any coatings. Perform calibration of the bituminous distributor in accordance with ASTM D2995.

Inspect all equipment prior to application of fog seal. Perform work to calibrate tank and measuring devices of the distributor. Perform inspection and calibration at the beginning of the work day and at least once a day during construction.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver fog seal in a homogenous and undamaged condition. Inspect the materials for contamination and damage. Unload and store the materials with a minimum of handling. Protect stored aggregate from contamination and segregation. Replace defective or damaged materials.

1.7 DELETED

PART 2 PRODUCTS

2.1 EMULSIFIED ASPHALT FOR FOG SEAL

Provide in accordance with ASTM D977, Grade SS-1 or ASTM D2397/D2397M, Grade CSS-1. Provide compatible aggregate with the fine aggregate used for the fog seal. Dilute the emulsified asphalt with equal parts of water.

The base asphalt used to manufacture the emulsion to show a negative spot when tested in accordance with AASHTO T 102 using standard naphtha.

2.2 SAND

If used, provide in accordance with ASTM C33/C33M.

2.3 WATER

Water for mixing and curing to be fresh, clean, potable, and free from injurious amounts of oil, acid, salt, or alkali compatible with the asphalt emulsion.

PART 3 EXECUTION

3.1 PREPARATION OF SURFACE

Immediately before applying the fog seal, remove all loose material, dirt, clay, or other objectionable material from the surface to be treated by means of a power broom or blower supplemented with hand brooms. The surface to be dry and clean at the time of treatment.

32 01 13-3

2.7.3 Supports

2.7.4 Dowels

2.7.5 Dowel Bar Assemblies

2.7.6 Tie Bars

2.8 EPOXY RESIN

2.9 NONSHRINK GROUT

2.10 CONCRETE REPAIR MORTAR

2.11 VAPOR BARRIER

2.12 GEOTEXTILE

2.13 SELF-CONSOLIDATING MIXTURES

2.13.1 Mix Design

2.13.2 Deleted

2.13.3 Slump flow and Visual Stability Index

2.14 MACRO SYNTHETIC FIBER REINFORCEMENT

2.15 RISERS

2.16 CURB AND GUTTER

PART 3 EXECUTION

3.1 SUBGRADE PREPARATION

3.1.1 BASE COURSE (SUBGRADE) PREPARATION

3.1.2 Unbonded Concrete Overlay Surface Preparation Over PCC and HMA

3.2 FORM SETTING

3.3 CONCRETE PLACEMENT AND FINISHING

3.3.1 Guidelines for Slipform Paving

3.3.2 Laser Controls

3.3.3 Reinforcement

3.3.3.1 Placement

3.3.3.2 Splicing

3.3.3.3 Existing Reinforcement

3.3.3.4 Macro Synthetic Fiber Reinforcement

3.3.4 Consolidation

3.3.5 Vapor Barrier

3.3.6 Edge and Joint Finishing

3.3.7 Surface and Thickness Tolerances

3.3.8 Geotextile Installation

3.4 JOINTS

3.4.1 Contraction Joints

3.4.2 Isolation/Expansion Joints

3.4.3 Construction Joints

3.4.3.1 Placing Dowels and Tie Bars

3.4.3.2 Construction Joints Fixed Form Paving

3.4.3.3 Lubricating Dowel Bars

3.4.3.4 Joint Preparation

3.4.4 Joint Sealant

3.5 COLD WEATHER PROTECTION AND SEALED INSULATION CURING

3.6 CURING AND PROTECTION

3.6.1 Nonstaining Curing Method

3.6.2 Membrane Curing Method

3.6.3 Backfilling

3.6.4 Protection

3.6.5 Protective Coating

3.6.5.1 Application

3.6.5.2 Precautions

3.7 FIELD QUALITY CONTROL

3.7.1 General Requirements

3.7.2 Concrete Testing

3.7.2.1 Strength Testing

3.7.2.2 Air Content

SECTION TABLE OF CONTENTS 32 13 13 Page 2

2.10 CONCRETE REPAIR MORTAR

Make the repairs with a prepackaged concrete repair mortar specifically designed for the repair of concrete structures. Base the material upon Portland cement repair mortar. Provide suitable materials for both horizontal and vertical repairs, freeze thaw resistant, exterior applications, and have a minimum compressive strength of 5,000 psi at 28 days as labeled on the package. Apply repair material in accordance with the manufacturer's recommendations.

2.11 VAPOR BARRIER

Provide polyethylene sheeting with a minimum thickness of 6 mils in accordance with ASTM D4397 or other equivalent material having a vapor permeance rating not exceeding 0.5 perms determined in accordance with

ASTM E96/E96M.

2.12 GEOTEXTILE

Geotextile used for separation layer to be in accordance with Section 31 05 22 GEOTEXTILES, paragraph "Separation Layer."

2.13 SELF-CONSOLIDATING MIXTURES

2.13.1 Mix Design

Submit additional requirements with the concrete mix design. Test results showing the concrete is capable of producing the required compressive strengths, visual stability index, slump flow, and air content. Submit photos of the visual stability index test. Determine slump flow to aid placement. Submit a range for the slump flow to suspend particles within the mixture and not cause segregation. Vibrators are prohibited for use to consolidate self-consolidating concrete.

2.13.2 Deleted

2.13.3 Slump flow and Visual Stability Index

Determine slump flow in accordance with ASTM C1611/C1611M. The slump flow determined within the range of the approved mix design. The visual stability index to be 0 to 1.

2.14 MACRO SYNTHETIC FIBER REINFORCEMENT

If required, the macro synthetic fiber reinforcement will be approved prior to installation and manufactured specifically for use in this type of application. Submit manufacturer data on amount of reinforcement required per cubic yard.

2.15 RISERS

Risers and riser materials for manholes, hand holes, and storm water structures approved by the Contracting Officer prior to installation.

32 13 13-12

2.3 GUARDRAIL HARDWARE

a. Provide in accordance with AASHTO-AGC-ARTBA.

b. Angles, channels, wide flanges, and plates not contained in the above standard in accordance with ASTM A36/A36M. Structural tubing for short steel posts in accordance with ASTM A500/A500M or ASTM A513, Grade 1008. Galvanize steel plates and structural tubing in accordance with AASHTO M 111/M 111M. Do not punch, drill, cut, or weld the metal after galvanizing.

c. Manufacture reflector tabs from 0.15-inch aluminum or galvanized steel sheets. Use an adhesive that resists peeling with a force of 5 pounds per inch of width. Use mildew resistant adhesive that has no staining effect on retro-reflective sheeting.

2.4 MARKERS

Provide in accordance with IADOT.

PART 3 EXECUTION

3.1 CONSTRUCTION REQUIREMENTS

3.1.1 Posts

a. Treat field cuts for wood posts with two coats of preservative applied with a brush or sprayer. The wood preservative in accordance with AASHTO M 133. Do not place field cuts in contact with the ground.

b. Place, secure, and plumb following manufacturer's recommendations.

Drill holes to the size necessary to achieve compaction in accordance with Section 31 00 00 FILL. Backfill and compact around the posts with topsoil (in accordance with Section 32 16 00 TOPSOIL ). Sand or other granular materials are prohibited for use as backfill material. Use concrete anchor bases or increased post lengths in accordance with manufacturer's recommendations and the Contracting Officer's recommendations in areas where circumstances do not allow for minimum burial depth or proper compaction to be performed.

c. Where it is not possible to maintain a 24-inch minimum distance between the back of the guardrail post and the top of a 1V:2H or steeper slope, increase the standard post length by 12 inches. Where an impenetrable object is encountered, use a short post with a concrete anchor, decrease the post spacing, or nest two rail elements as approved by the Contracting Officer. Do not change the post lengths and spacings in terminal sections.

3.1.2 Rail Elements

Do not modify specified hole diameters or slot dimensions.

32 98 00-3