Amendment 0001.pdf

W68SBV91914291

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

This amendment makes changes to the bid schedule, clauses, draw ings, and specifications as stated on the attached pages. Bid opening date and time remain unchanged at: 2:00pm, local time, on September 01, 2009.

ARRA (Recovery Act) Project: Road repair/paving at Ice Harbor Dam, Little Goose Dam, Low er Granite Dam, Mill Creek Dam, and Dw orshak.

1. CONTRACT ID CODE PAGE OF PAGES

J

FAR (48 CFR) 53.243

1 15

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

16C. DATE SIGNED

BY 26-Aug-2009

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 W912EF-09-B-0017

X 9B. DATED (SEE ITEM 11)

30-Jul-2009

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

26-Aug-2009

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

PHYLLIS L. BUERSTATTE

201 NORTH 3RD AVE.

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF-09-B-0017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. Bid opening remains unchanged as a result of this amendment. Bids will be opened at 2:00 pm, local time, on September 1, 2009.

2. Bidders must acknowledge receipt of this amendment. Please see Block No. 11 of Standard Form 30 for methods of acknowledging solicitation amendments.

3. The following changes are made as a result of this amendment:

A. Changes to the Schedule

Volume 1

1. Added bid item 0013; tree root barriers, as a result of this change, all of the bid item numbers after 0013 have changed.

Volume 2

2. All bid item numbers have changed. The name of the “Little Goose Recreation Areas” part of the schedule has changed to “Little Goose Areas” and the estimated quantities of each item in this part of the schedule have also changed.

3. The name of the “Little Goose Dam” part of the schedule has changed to “Little Goose Dam Crest”. Asphalt paving has been added and the following items have been removed: Single Bituminous Surface Treatment and Parking bumper curbs. All of the quantities in this part of the schedule have changed.

4. Willow Landing bid items have been added to the Volume 2, Little Goose Schedule.

Volume 3

5. All bid item numbers have changed. The quantity for item Parking Bumper Curbs under the “Snake River Greenbelt Segment Paving Repair” section of the schedule has increased.

Volume 4

6. All bid item numbers have changed. The quantity of item “Pavement Markings” has increased.

Volume 5

7. All bid item numbers have changed.

B. Changes to Clauses, Section 00700

1. Change to FAR Clause 52-211-10, Commencement, Prosecution, and Completion of Work (APR 1984):

Revised first sentence in paragraph (c) (1) as follows:

“The Contractor shall complete all work for Dworshak Reservoir Work Sites and Dworshak Dent Acres by not later than July 30th 2010; Charbonneau, Levey, Fishhook, and Windust Parks and Mill Creek by not later than May 14th 2010; all other areas by not later than June 30th 2010. “

2. Change to DFARS Clause 252.236-7001, Contract Drawings and Specifications (AUG 20000): Added amendment number and date to the revised drawings.

3. Added FAR Clauses 52.219-9, Small Business Subcontracting Plan (APR 2008), Alternate 1 (OCT 2001) and 52.219-16, Liquidated Damages – Subcontracting Plan (JAN 1999)

C. Changes to Drawings:

Volume 1

1. Revised Sheet C-401, removed parking lot paving, see brackets.

2. Revised sheet C-402, changed contractor staging area, see brackets.

3. Revised sheet C-403, enlarged contractor staging area, see brackets.

4. Revised sheet C-404, enlarged contractor staging area, see brackets.

5. Revised sheet C-405, enlarged contractor staging area, see brackets.

Volume 2

6. Revised sheet C-401, added crest road to paving, see brackets.

7. Revised sheet C-402, modified paving areas, see brackets.

8. Revised sheet C-501, added detail 4, see brackets.

Volume 3

9. Revised sheet C-101, removed greenbelt segments 4 & 5, see brackets.

10. Revised sheet C-402, modified notes 2 & 3, see brackets.

11. Revised sheet C-403, modified plan B paving and notes 6-8, see brackets.

12. Revised sheet C-404, modified notes, added notes 4 & 5, see brackets.

13. Revised sheet C-405, modified notes, added note 3, see brackets.

Volume 4

14. Revised sheet C-501, added alligator cracking to Detail 1.

D. Changes to Technical Specs

1. Section 01 22 00.00 Measurement and Payment, the following paragraphs have been revised:

a. 1.7, AGGREGATE SURFACE COURSE: changed bid number from 0060 to 0063.

b. 1.8, DITCH CLEANING: changed bid numbers from “0061 and 0065” to “0064 and 0069.”

c. Added a new item, paragraph 1.9.4, Tree Root Barriers.

d. Bid item, “Parking Bumper Curbs”, has been changed from paragraph. 1.9.4 to 1.9.5 and the bid item number is 0014.

e. Bid item, “Pavement Markings”, has been renumbered to paragraph. 1.9.6 and the bid item number has changed to 0015.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

BID SCHEDULE

ARRA MULTIPLE PROJECT ROAD REPAIR/PAVING

Magnitude of construction is between $1,000,000 and $5,000,000 Volume 1

Ice Harbor Project

Franklin and Benton County, Washington

Magnitude of construction is between $500,000 and $1,000,000

ITEM

DESCRIPTION

QUANTITY

U/M

U/P

AMOUNT

North Shore Access Road

Estimated 0001 Single Bituminous Surface Treatment 5,925 Sq Yd _______ _________ Estimated 0002 Sealing of Cracks in Asphalt Pavement 5,540 LF _______ _________ Estimated 0003 Asphalt Concrete Pavement Repair 100 Sq Ft _______ _________ Estimated 0004 Pavement Markings 0004AA Pavement Markings 600 LF _______ _________ 0004AB Life Jacket Graphic 1 LS _______ _________

North Shore Access Road SCHEDULE SUB-TOTAL $__________

Charbonneau Park

0005 Single Bituminous Surface Treatment 17,894 Sq Yd _______ _________ Estimated 0006 Sealing of Cracks in Asphalt Pavement 15,900 LF _______ _________ Estimated 0007 Asphalt Concrete Pavement Repair 40 Sq Ft _______ _________ Estimated 0008 Parking Bumper Curbs 85 Each _______ _________ Estimated 0009 Pavement Markings 0009AA Pavement Markings 5,625 LF _______ _________ 0009AB Life Jacket Graphic 1 LS _______ _________

Charbonneau Park SCHEDULE SUB-TOTAL $__________

Charbonneau Park Day Use Parking Optional Items

0010 Single Bituminous Surface Treatment 7,533 Sq Yd _______ _________ Estimated 0011 Sealing of Cracks in Asphalt Pavement 5,100 LF _______ _________ Estimated 0012 Asphalt Concrete Pavement Repair 6,000 Sq Ft _______ _________ Estimated 0013 Tree Root Barriers 30 LF Estimated 0014 Parking Bumper Curbs 150 Each _______ _________

0015 Pavement Markings 4,000 LF _______ _________

Charbonneau Park Day Use Parking Optional Items SCHEDULE SUB-TOTAL $__________

Fishhook Park

0016 Single Bituminous Surface Treatment 19,745 Sq Yd _______ _________ Estimated 0017 Sealing of Cracks in Asphalt Pavement 9,100 LF _______ _________ Estimated 0018 Asphalt Concrete Pavement Repair 1,500 Sq Ft _______ _________ Estimated 0019 Parking Bumper Curbs 120 Each _______ _________ Estimated 0020 Pavement Markings 0020AA Pavement Markings 7,500 LF _______ _________ 0020AB Life Jacket Graphic 1 LS _______ _________

Fishhook SCHEDULE SUB-TOTAL $__________

Natural Resource Access Road and Parking Lot

0021 Single Bituminous Surface Treatment 4,800 Sq Yd _______ _________ Estimated 0022 Sealing of Cracks in Asphalt Pavement 5,200 LF _______ _________ Estimated 0023 Asphalt Concrete Pavement Repair 50 Sq Ft _______ _________

0024 Pavement Markings 800 LF _______ _________

Natural Resource Access Road and Parking Lot SCHEDULE SUB-TOTAL $__________

South Abutment Visitor Center Parking Lot

0025 Single Bituminous Surface Treatment 3,177 Sq Yd _______ _________ Estimated 0026 Sealing of Cracks in Asphalt Pavement 3,100 LF _______ _________ Estimated 0027 Asphalt Concrete Pavement Repair 50 Sq Ft _______ _________

0028 Pavement Markings 900 LF _______ _________

South Abutment Visitor Center Parking Lot SCHEDULE SUB-TOTAL $__________

Levey Park

0029 Single Bituminous Surface Treatment 14,338 Sq Yd _______ _________ Estimated 0030 Sealing of Cracks in Asphalt Pavement 3,150 LF _______ _________ Estimated 0031 Asphalt Concrete Pavement Repair 1,110 Sq Ft _______ _________ Estimated 0032 Parking Bumper Curbs 80 Each _______ _________ Estimated 0033 Pavement Markings 0033AA Pavement Markings 3,950 LF _______ _________ 0033AB Life Jacket Graphic 1 LS _______ _________

Levey SCHEDULE SUB-TOTAL $__________

Windust Park

0034 Single Bituminous Surface Treatment 9,296 Sq Yd _______ _________ Estimated 0035 Sealing of Cracks in Asphalt Pavement 3,530 LF _______ _________ Estimated 0036 Asphalt Concrete Pavement Repair 440 Sq Ft _______ _________ Estimated 0037 Parking Bumper Curbs 150 Each _______ _________

0038 Pavement Markings 2,400 LF _______ _________

Windust SCHEDULE SUB-TOTAL $__________

ICE HARBOR PROJECT SCHEDULE TOTAL $__________

Volume 2

Little Goose Project Columbia, Whitman and Garfield Counties, Washington

Magnitude of construction is between $250,000 and $500,000

Little Goose Areas

0039 Single Bituminous Surface Treatment 41,500 Sq Yd _______ _________ Estimated 0040 Sealing of Cracks in Asphalt Pavement 19,000 LF _______ _________ Estimated 0041 Asphalt Concrete Pavement Repair 3,000 Sq Ft _______ _________ Estimated 0042 Parking Bumper Curbs 50 Each _______ _________

0043 Pavement Markings 9,500 LF _______ _________

Little Goose Areas SCHEDULE SUB-TOTAL $__________

Little Goose Dam Crest

0044 Asphalt Paving 2,500 Sq Yd _______ _________ Estimated 0045 Sealing of Cracks in Asphalt Pavement 3,000 LF _______ _________ Estimated 0046 Asphalt Concrete Pavement Repair 1,000 Sq Ft _______ _________

0047 Pavement Markings 9,100 LF _______ _________

Little Goose Dam Crest SCHEDULE SUB-TOTAL $__________

Willow Landing

0048 Asphalt Paving 5,700 Sq Yd _______ _________ Estimated 0049 Sealing of Cracks in Asphalt Pavement 2,500 LF _______ _________

0050 Asphalt Concrete Pavement Repair 1,500 Sq Ft _______ _________

Willow Landing SCHEDULE SUB-TOTAL $__________

LITTLE GOOSE PROJECT SCHEDULE SUB-TOTAL $__________

Volume 3

Lower Granite Project Asotin County, Washington and Nez Pierce County, Idaho

Clearwater River Lewiston Levee Bike Path Repair

0051 Asphalt Paving 12,000 Sq Yd _______ _________ Estimated 0052 Sealing of Cracks in Asphalt Pavement 3,750 LF _______ _________

0053 Asphalt Concrete Pavement Repair 2,360 Sq Ft _______ _________

Clearwater River Lewiston Levee Bike Path Repair SCHEDULE SUB-TOTAL $__________

Snake River Greenbelt Segment Paving Repair

0054 Asphalt Paving 16,976 Sq Yd _______ _________ Estimated 0055 Sealing of Cracks in Asphalt Pavement 7,300 LF _______ _________ Estimated 0056 Asphalt Concrete Pavement Repair 390 Sq Ft _______ _________ Estimated 0057 Parking Bumper Curbs 55 Each _______ _________

0058 Pavement Markings 1,400 Sq Ft _______ _________

Snake River Greenbelt Segment Paving Repair SCHEDULE SUB-TOTAL $__________

LOWER GRANITE PROJECT SCHEDULE TOTAL $__________

Volume 4

Mill Creek Project Walla Walla County, Washington

Magnitude of construction is between $25,000 and $100,000

0059 Single Bituminous Surface Treatment 13,100 Sq Yd _______ _________

0060 Sealing of Cracks in Asphalt Pavement 8,000 LF _______ _________

0061 Asphalt Concrete Pavement Repair 1,200 Sq Ft _______ _________

0062 Pavement Markings 16,000 LF _______ _________

MILL CREEK PROJECT SCHEDULE TOTAL $__________

Volume 5

Dworshak Project Clearwater County, Idaho

Dworshak Reservoir Work Sites

0063 Aggregate Surface Course 63,000 Sq Yd _______ _________

0064 Ditch Cleaning 3,500 LF _______ _________

Dworshak Reservoir Work Sites SCHEDULE SUB-TOTAL $__________

Dworshak Dent Acres Campground Access Road

0065 Single Bituminous Surface Treatment 9,330 Sq Yd _______ _________

0066 Sealing of Cracks in Asphalt Pavement 5,000 LF _______ _________

0067 Asphalt Concrete Pavement Repair 2,000 Sq Ft _______ _________

0068 Ditch Cleaning 3,500 LF _______ _________

0069 Pavement Markings 7,000 LF _______ _________

Dworshak Dent Acres Campground Access Road SCHEDULE SUB-TOTAL $__________

ARRA MUTIPLE PROJECT ROAD REPAIR/PAVING SCHEDULE TOTAL $_____________

In accordance with Contract Clause: 52.228-5 Insurance -- Work on a Government Installation, the Contractor shall procure and maintain the following minimum insurance:

(i) Coverage complying with state laws governing insurance requirements pertaining to Workmen’s Compensation and Employers” Liability Insurance.

(ii) Bodily injury liability insurance with minimum limits of $500,000 per occurrence shall be required on the comprehensive form of policy.

(iii) Automobile bodily injury and property damage liability with minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury liability; and $20,000 per occurrence for property damage liability shall be required.

SECTION 00700 - CONTRACT CLAUSES

The following have been added by reference:

52.219-9 Alt I Small Business Subcontracting Plan (Apr 2008) Alternate I OCT 2001 52.219-16 Liquidated Damages-Subcontracting Plan JAN 1999

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than the dates below:

(1) The Contractor shall complete all work for Dworshak Reservoir Work Sites and Dworshak Dent Acres by not later than July 30, 2010; Charbonneau, Levey, Fishhook, and Windust Parks and Mill Creek by not later than May 14, 2010; all other areas by not later than June 30, 2010. Pavement marking shall be completed no later than 60 days after road work has been completed.

(2) The Contractor shall complete final cleanup and demobilization by not later than 15 calendar days after completion of work in c(1) above.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by October 15, 2009. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

(End of clause)

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

FILE NUMBER SHEET

NUMBER TITLE REVISION

NUMBER DATE

ICE HARBOR - VOLUME 1

IHG-1-0-1/395 G-001 ICE HARBOR PROJECT - COVER SHEET

AND LOCATION MAPS

IHG-1-0-1/396 G-002 ICE HARBOR PROJECT - INDEX TO

DRAWINGS

IHG-1-9-6/1 C-101 ICE HARBOR PROJECT - PAVING KEY PLAN

IHG-1-9-6/2 C-401 ICE HARBOR DAM VICINITY - NEW

SURFACE TREATMENT - PLAN A 8/24/09

IHG-1-0-10/239 C-402 CHARBONNEAU PARK - NEW SURFACE

TREATMENT - PLAN A 8/24/09

IHG-1-0-10/240 C-403 LEVEY PARK - NEW SURFACE TREATMENT

- PLAN A 8/24/09

IHG-1-0-10/241 C-404 FISHHOOK PARK - NEW SURFACE

TREATMENT - PLAN A 8/24/09

IHG-1-0-10/242 C-405 WINDUST PARK - NEW SURFACE

TREATMENT - PLAN A 8/24/09

IHG-1-0-10/243 C-501 MISCELLANEOUS DETAILS

LITLE GOOSE - VOLUME 2

NUMBER DATE

LGG-1-0-1/299 G-001 LITTLE GOOSE PROJECT - COVER SHEET

AND LOCATION MAPS

LGG-1-0-1/300 G-002 LITTLE GOOSE PROJECT - INDEX TO

DRAWINGS

LGG-1-0-5/60 C-101 LITTLE GOOSE PROJECT - PAVING KEY

PLAN

LGG-1-0-5/61 C-401 DAM AND RECREATION AREAS - NEW

SURFACE TREATMENT - PLAN A 8/24/09

LGG-1-0-5/62 C-402 LITTLE GOOSE DAM - NEW SURFACE

TREATMENT - PLAN A 8/24/09

LGG-1-0-10/73 C-403

LITTLE GOOSE RECREATION AREAS - NEW

SURFACE TREATMENT - WILLOW LANDING

PLAN

LGG-1-0-5/63 C-501 MISCELLANEOUS DETAILS A 8/24/09

LOWER GRANITE - VOLUME 3

GDG-1-0-1/515 G-001 LOWER GRANITE PROJECT - COVER

SHEET AND LOCATION MAPS

GDG-1-0-1/516 G-002 LOWER GRANITE PROJECT - INDEX TO

DRAWINGS

GDG-1-0-5/109 C-101

LOWER GRANITE PROJECT - LEWISTON-

CLARKSTON BIKE PATHS - AREAS OF NEW

PAVING

A 8/24/09

GDG-1-0-5/110 C-401 CLEARWATER R. LEWISTON LEVEE - BIKE

PATH SEGMENT 4 - PLAN VIEW

GDG-1-0-5/111 C-402 CLEARWATER R. LEWISTON LEVEE - BIKE

PATH SEGMENTS 1,2,3 - PLAN VIEW A 8/24/09

GDG-1-0-5/112 C-403 SNAKE RIVER GREENBELT - SEGMENTS 3-6

- PLAN VIEWS A 8/24/09

GDG-1-0-5/113 C-404 SNAKE RIVER GREENBELT - SEGMENTS 7

& 8 - PLAN VIEW A 8/24/09

GDG-1-0-5/114 C-405 SNAKE RIVER GREENBELT - SEGMENT 9 -

PLAN VIEW A 8/24/09

GDG-1-0-5/115 C-501 MISCELLANEOUS DETAILS

NUMBER DATE

MILL CREEK - VOLUME 4

MC-1-123/1 G-001 MILL CREEK PROJECT - COVER SHEET

AND LOCATION MAPS A 8/24/09

MC-1-123/2 G-002 MILL CREEK PROJECT - INDEX TO

DRAWINGS

MC-1-123/3 C-101 MILL CREEK PROJECT - AREAS TO BE

PAVED

MC-1-123/4 C-501 MISCELLANEOUS DETAILS

DWORSHAK - VOLUME 5

DWG-1-0-1/382 G-001 DWORSHAK PROJECT - COVER SHEET AND

LOCATION MAPS

DWG-1-0-1/383 G-002 DWORSHAK PROJECT - INDEX TO

DRAWINGS

DWG-1-0-10/229 C-101 DWORSHAK PROJECT - KEY PLAN

DWG-1-0-10/230 C-401

GRANDAD (W/CAMPGROUND). CAMP X,

AND BREAKFAST CREEK ROADS - AREAS

OF NEW GRAVEL

DWG-1-0-10/231 C-402 LITTLE MEADOW CREEK ROAD AND ORMV

CAMP - AREAS OF NEW GRAVEL

DWG-1-0-10/232 C-403 DENT ACRES CAMPGROUND - ACCESS

ROAD - NEW SURFACE TREATMENT PLAN

DWG-1-0-10/236 C-501 MISCELLANEOUS DETAILS

(End of drawing list) (End of Clause)

Contract drawings created on CADD will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CADD. The Contractor assumes all risks associated in using electronic CADD drawings. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies. The Government will not be responsible to correct the electronic CADD drawing. If contract modifications are issued, the associated electronic CADD drawings will not be available to the Contractor. Electronic copies of CADD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD ROM. If the Contractor requires different media, such as floppy disks, the Contractor shall be responsible for all conversions required for their use and associated conversion inaccuracies.

(End of Summary of Changes)

Multible Project Road Repair/Paving W912EF-09-B-0017 Amend 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SINGLE BITUMINOUS SURFACE TREATMENT

1.2 SEALING OF CRACKS IN ASPHALT PAVEMENT

1.3 ASPHALT CONCRETE PAVEMENT REPAIR

1.4 PAVEMENT MARKINGS

1.4.1 Pavement Markings

1.4.2 Life Jacket Graphic

1.5 PARKING BUMPER CURBS

1.6 ASPHALT PAVING

1.7 AGGREGATE SURFACE COURSE

1.8 DITCH CLEANING

1.9 CHARBONNEAU PARK DAY USE AREA OPTIONAL ITEMS

1.9.1 SINGLE BITUMINOUS SURFACE TREATMENT

1.9.2 SEALING OF CRACKS IN ASPHALT PAVEMENT

1.9.3 ASPHALT CONCRETE PAVEMENT REPAIR

1.9.4 Tree Root Barriers

1.9.5 Parking Bumper Curbs

1.9.6 Pavement Markings

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 28

G4EDDRJR

Line

G4EDDRJR

Line

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 SINGLE BITUMINOUS SURFACE TREATMENT

Single bituminous surface treatment will be measured for payment as the number of Square Yards (Sq Yd) of surface treatment completed. Payment will be made at the unit price for each Item Nos. titled, "Single Bituminous Surface Treatment," which price and payment shall be full compensation for all work of this type required for each work area, complete, as specified and approved.

1.2 SEALING OF CRACKS IN ASPHALT PAVEMENT

Sealing of cracks in asphalt pavement will be measured for payment as the number of Linear Feet (LF) of cracks sealed. Payment will be made at the unit price for each Item Nos. titled, "Sealing Of Cracks In Asphalt Pavement," which price and payment shall be full compensation for all work of this type required for each work area, complete, as specified and approved.

1.3 ASPHALT CONCRETE PAVEMENT REPAIR

Asphalt concrete pavement repair will be measured for payment as the number of Square Feet (Sq Ft) of pavement repair completed. Payment will be made at the unit price for each Item Nos. titled, "Asphalt Concrete Pavement Repair," which price and payment shall be full compensation for all work of this type required for each work area complete, as specified and approved.

1.4 PAVEMENT MARKINGS

1.4.1 Pavement Markings

Pavement markings will be measured for payment as the number of Linear Feet (LF) of marking completed. Payment will be made at the unit price for each Item Nos. titled, "Pavement Markings," which price and payment shall be full compensation for all work of this type required for each work area complete, as specified and approved.

1.4.2 Life Jacket Graphic

Life Jacket Graphic will be measured for payment as a lump sum (LS) item for painting the life jacket graphic. Payment will be made at the lump sum price for each Item Nos. titled, "Life Jacket Graphic," which price and payment shall be full compensation for all work of this type required for each work area, complete, as specidied and approved.

SECTION 01 22 00.00 28

1.5 PARKING BUMPER CURBS

Parking bumper curbs will be measured for payment as the number of existing parking curbs (EA) moved at each work area. Payment will be made at the unit price for each Item Nos. titled, "Parking Bumper Curbs," which price and payment shall be full compensation for all work involved to handle parking curbs at each work area, complete, as specified and approved.

1.6 ASPHALT PAVING

Asphalt Paving will be measured for payment as the number of Square Yards (Sq Yd) of paving completed. Payment will be made at the unit price for each Item Nos. titled, "Asphalt Paving," which price and payment shall be full compensation for all work of this type required for each work area complete, as specified and approved.

1.7 AGGREGATE SURFACE COURSE

Aggregate Surface Course will be measured for payment as the number of Square Yards (Sq Yd) of surface course completed. Payment will be made at the unit price for each Item No. 0063, "Aggregate Surface Course," which price and payment shall be full compensation for all work of this type required for each work area complete, as specified and approved.

1.8 DITCH CLEANING

Ditch Cleaning will be measured for payment as the number of Linear Feet (LF) of ditch cleaned. Payment will be made at the unit price for Item Nos. 0064 and 0069 "Ditch Cleaning," which price and payment shall be full compensation for all work required for ditch cleaning, complete, as specified and approved.

1.9 CHARBONNEAU PARK DAY USE AREA OPTIONAL ITEMS

1.9.1 SINGLE BITUMINOUS SURFACE TREATMENT

Single bituminous surface treatment will be measured for payment as the number of Square Yards (Sq Yd) of surface treatment completed. Payment will be made at the unit price for Item No. 0010, "Single Bituminous Surface Treatment," which price and payment shall be full compensation for all work, complete, as specified and approved.

1.9.2 SEALING OF CRACKS IN ASPHALT PAVEMENT

Sealing of cracks in asphalt pavement will be measured for payment as the number of Linear Feet (LF) of cracks sealed. Payment will be made at the unit price for Item No. 0011, "Sealing Of Cracks In Asphalt Pavement," which price and payment shall be full compensation for all work, complete, as specified and approved.

1.9.3 ASPHALT CONCRETE PAVEMENT REPAIR

Asphalt concrete pavement repair will be measured for payment as the number of Square Feet (Sq Ft) of pavement repair completed. Payment will be made at the unit price for Item No 0012, "Asphalt Concrete Pavement Repair," which price and payment shall be full compensation for all work, complete, as specified and approved.

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1.9.4 Tree Root Barriers

Tree root barriers will be measured for payment as the number of Linear Feet (LF) of tree root barrier installed. Payment will be made at the unit price for Item No 0013, "Tree Root Barriers," which price and payment shall be full compensation for all work involved to install the root barriers, complete, as specified and approved.

1.9.5 Parking Bumper Curbs

Parking bumper curbs will be measured for payment as the number of existing parking curbs (EA) moved at each work area. Payment will be made at the unit price for Item No 0014, "Parking Bumper Curbs," which price and payment shall be full compensation for all work involved to handle parking curbs, complete, as specified and approved.

1.9.6 Pavement Markings

Pavement markings will be measured for payment as the number of Linear Feet (LF) of marking completed. Payment will be made at the unit price for Item No 0015, "Pavement Markings," which price and payment shall be full compensation for all work, complete, as specified and approved.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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