Amend 0002.pdf

72841742

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

Changes are made to Technical Specifications and Bidder Inquiry Key as show n on attached pages.

ICE HARBOR DAM JUVENILE FISH FACILITY ACCESS ROAD PAVING AND SHORELINE ROAD RESURFACING

1. CONTRACT ID CODE PAGE OF PAGES

J

FAR (48 CFR) 53.243

1 2

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

16C. DATE SIGNED

BY 19-May-2008

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-08-B-0001

X 9B. DATED (SEE ITEM 11)

30-Apr-2008

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

19-May-2008

CODE

USAED, WALLA WALLA CONTRACTING DIVISION

PHYLLIS BUERSTATTE

201 N. 3RD AVENUE

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-08-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0002

1. The solicitation is amended as specified:

Section 01 57 23, Temporary Storm Water Pollution Control, has been added to the technical specification and the Table of Contents.

The submittal register at the end of Section 01 33 00 has been changed. The Government added the following 2 new submittals from Section 01 57 23:

Storm Water Pollution Prevention Plan Mill Certificate or Affidavit

Bidder inquiry key has been changed. See Section 00100, BIDDER INQUIRIES.

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

3. Bid opening remains unchanged at: June 3, 2008, 2:00 pm, local time.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

BIDDER INQUIRIES

All inquiries regarding this solicitation are to be submitted via Bidder Inquiry. Telephone and email inquiries will not be accepted. Bidder Inquiry is a web-based program that allows bidders to post questions regarding the solicitation and view all questions by other bidders and responses by USACE. Bidder Inquiry can be accessed through ProjNet at https://www.projnet.org/projnet/. Click the Bid tab, then Bidder Inquiry. (The Agency is USACE.) Bidders are required to provide the following information to access Bidder Inquiry: 1) The Bidder Inquiry Key listed below and, 2) Valid business contact information (e.g. Company name, contact person, business address, phone number and email address, and a response to a secret question). Business contact information is only required on the first project. On all successive projects, the contractor will log in using the Bidder Key and their email address, then be required to answer their secret question to access the Dr Checks Bidder Inquiry Module. Bidders can then submit their questions regarding the solicitation. A bidder who submits a question will receive an automated email notification that their question has been received. When a response is posted to a question, the bidder who submitted the question will receive an automated email notification that their question has been answered. The question and answer is then available for all other bidders to review. No response will be posted to inquiries after the Close of Business in the third business day preceding the solicitation due date. All bidders will be held to have reviewed the questions and responses in Bidder Inquiry prior to bid submission. Nothing is changed in the solicitation unless an amendment is sent out.

Bidder Inquiry Key: C8FGUH-9F3O7K (Please note: The “O” in O7K is a capital O, not a zero.)

(End of Summary of Changes) https://www.projnet.org/projnet/

Ice Harbor JFF Paving and Shoreline Road Resurfacing W912EF-08-B-0001 Amend 2

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 28 SUMMARY OF WORK

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SECURITY

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 28 CONTRACTOR QUALITY CONTROL

01 45 02.00 28 QUALITY CONTROL SYSTEM (QCS)

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENT PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

DIVISION 31 - EARTHWORK

31 00 00.00 28 EARTHWORK

31 11 23.00 28 AGGREGATE BASE COURSE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13 SINGLE BITUMINOUS SURFACE TREATMENT

32 12 16.00 28 ASPHALT PAVING

32 17 23.00 28 PAVEMENT MARKINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

Ice Harbor JFF Paving and Shoreline Road Resurfacing

01 11 01.00 28 SD-01 Preconstruction Submittals 1.6Equipment List

SD-11 Closeout Submittals

1.12 G CAs-Built Contract Drawings

01 32 01.00 28 SD-01 Preconstruction Submittals

3.4.1 G CInitial Project Schedule

3.4.2 G CPeriodic Schedule Updates

01 33 00 SD-01 Preconstruction Submittals

1.8 G CSubmittal Register

01 35 29.10 28 SD-01 Preconstruction Submittals

1.6 G CAccident Prevention Plan (APP)

1.7 G CActivity Hazard Analysis (AHA)

1.5.1.2 G CCrane Operators

SD-06 Test Reports 1.11Reports 1.11.1Accident Reports 1.11.2Monthly Exposure Reports 1.11.3Crane Reports

SD-07 Certificates 1.11.4Certificate of Compliance

01 45 00.00 28 SD-01 Preconstruction Submittals

3.2.1 G CContractor Quality Control Plan

01 55 10.00 28 SD-01 Preconstruction Submittals 1.6Dust Control Plan

01 57 20.00 28 SD-01 Preconstruction Submittals

1.6.1 GEnvironment Protection Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

Ice Harbor JFF Paving and Shoreline Road Resurfacing

01 57 20.00 28 1.15 G ECCHazardous Waste Handling Plan SD-03 Product Data

1.12 G PECQuarry or Soil Source

01 57 23 SD-01 Preconstruction Submittals

1.5 G CStorm Water Pollution Prevention

Plan

SD-07 Certificates

2.1.3 G CMill Certificate or Affidavit

31 11 23.00 28 SD-01 Preconstruction Submittals

1.4.1 G GTMaterial Source

2.1.6 G GTGradation

32 01 13 SD-01 Preconstruction Submittals 3.8.1Aggregate Source 2.1Emulsified Asphalt

32 12 16.00 28 SD-01 Preconstruction Submittals

1.4.1 G GTAggregate Source

1.4.3 G GTJob Mix Formula

1.4.2Nuclear Gauge

32 17 23.00 28 SD-03 Product Data 1.5.1Paint Application Equipment 2.1.1Paint 2.1.2Reflective media

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.3 SUBMITTALS

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 Storm Water Pollution Prevention Plan

PART 2 PRODUCTS

2.1 COMPONENTS FOR SILT FENCES

2.1.1 Filter Fabric

2.1.2 Silt Fence Stakes and Posts

2.1.3 Mill Certificate or Affidavit

2.2 COMPONENTS FOR STRAW BALES

PART 3 EXECUTION

3.1 INSTALLATION OF SILT FENCES

3.2 INSTALLATION OF STRAW BALES

3.3 FIELD QUALITY CONTROL

3.3.1 Silt Fence Maintenance

3.3.2 Straw Bale Maintenance

-- End of Section Table of Contents --

SECTION 01 57 23

SECTION 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL

PART 1 GENERAL

This specification covers protection of river water from overspray that may result from resurfacing of the road. Protection wil be required anytime the edge of road is 25 feet or closer to the edge of river.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D 4439 (2004) Geosynthetics

ASTM D 4491 (1999a; R 2004e1) Water Permeability of Geotextiles by Permittivity

ASTM D 4533 (2004) Trapezoid Tearing Strength of Geotextiles

ASTM D 4632 (1991; R 2003) Grab Breaking Load and Elongation of Geotextiles

ASTM D 4751 (2004) Determining Apparent Opening Size of a Geotextile

ASTM D 4873 (2002) Identification, Storage, and Handling of Geosynthetic Rolls and Samples

1.2 SYSTEM DESCRIPTION

The work consists of implementing the storm water pollution prevention measures to prevent sediment from entering streams or water bodies as specified in this Section in conformance with the requirements of Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and the requirements of the National Pollution Discharge Elimination System (NPDES) permit attached to that Section.

1.3 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-01 Preconstruction Submittals

Storm Water Pollution Prevention Plan; G, C

SD-07 Certificates

Mill Certificate or Affidavit; G, C

Certificate attesting that the Contractor has met all specified requirements.

1.4 DELIVERY, STORAGE, AND HANDLING

Identify, store and handle filter fabric in accordance with ASTM D 4873.

1.5 Storm Water Pollution Prevention Plan

Prior to commencing construction activities, the Contractor shall prepare a Storm Water Pollution Prevention Plan (SWPPP) and submit it for review and approval by the Contracting Officer. This plan is for possible overspray when work is 25 feet or less from the edge of the river.

PART 2 PRODUCTS

2.1 COMPONENTS FOR SILT FENCES

2.1.1 Filter Fabric

Provide geotextile that complies with the requirements of ASTM D 4439, and consists of polymeric filaments which are formed into a stable network such that filaments retain their relative positions. The filament shall consist of a long-chain synthetic polymer composed of at least 85 percent by weight of ester, propylene, or amide, and contains stabilizers and/or inhibitors added to the base plastic to make the filaments resistent to deterioration due to ultraviolet and heat exposure. Provide synthetic filter fabric that contains ultraviolet ray inhibitors and stabilizers to assure a minimum of six months of expected usable construction life at a temperature range of 0 to 120 degrees F. The filter fabric shall meet the following requirements:

FILTER FABRIC FOR SILT SCREEN FENCE

PHYSICAL PROPERTY TEST PROCEDURE STRENGTH REQUIREMENT

Grab Tensile ASTM D 4632 100 lbs. min.

Elongation (percent) 30 percent max.

Trapezoid Tear ASTM D 4533 55 lbs. min.

Permittivity ASTM D 4491 0.2 sec-1

AOS (U.S. Std Sieve) ASTM D 4751 20-100

2.1.2 Silt Fence Stakes and Posts

Use either wooden stakes or steel posts for fence construction. Wooden stakes utilized for silt fence construction, shall have a minimum cross section of 2 by 2 inches when oak is used and 4 by 4 inches when pine is used, and have a minimum length of 5 feet. Steel posts (standard "U" or "T" section) utilized for silt fence construction, shall have a minimum weight of 1.33 pounds/linear foot and a minimum length of 5 feet.

2.1.3 Mill Certificate or Affidavit

Provide a mill certificate or affidavit attesting that the fabric and factory seams meet chemical, physical, and manufacturing requirements specified above. Specify in the mill certificate or affidavit the actual Minimum Average Roll Values and identify the fabric supplied by roll identification numbers. Submit a mill certificate or affidavit signed by a legally authorized official from the company manufacturing the filter fabric.

2.2 COMPONENTS FOR STRAW BALES

The straw in the bales shall be stalks from oats, wheat, rye, barley, rice, or from grasses such as byhalia, bermuda, etc., furnished in air dry condition. Provide bales with a standard cross section of 14 by 18 inches.

Wire-bound or string-tie all bales. Use either wooden stakes or steel posts to secure the straw bales to the ground. Wooden stakes utilized for this purpose, shall have a minimum dimensions of 2 by 2 inches in cross section and have a minimum length of 3 feet. Steel posts (standard "U" or "T" section) utilized for securing straw bales, shall have a minimum weight of 1.33 pounds/linear foot and a minimum length of 3 feet.

PART 3 EXECUTION

3.1 INSTALLATION OF SILT FENCES

Extend silt fences a minimum of 16 inches above the ground surface without exceeding 34 inches above the ground surface. Provide filter fabric from a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are unavoidable, splice together filter fabric at a support post, with a minimum 6 inch overlap, and securely sealed. Excavate trench approximately 4 inches wide and 4 inches deep on the upslope side of the location of the silt fence. The 4 by 4 inch trench shall be backfilled and the soil compacted over the filter fabric. Remove silt fences upon approval by the Contracting Officer.

3.2 INSTALLATION OF STRAW BALES

Place the straw bales in a single row, lengthwise on the contour, with ends of adjacent bales tightly abutting one another. Install straw bales so that bindings are oriented around the sides rather than along the tops and bottoms of the bales in order to prevent deterioration of the bindings.

Entrench and backfill the barrier. Excavate a trench the width of a bale and the length of the proposed barrier to a minimum depth of 4 inches.

After the bales are staked and chinked (gaps filled by wedging with straw), backfill the excavated soil against the barrier. Conform the backfill soil with the ground level on the downhill side and build up to 4 inches against the uphill side of the barrier. Scatter loose straw over the area immediately uphill from a straw bale barrier to increase barrier efficiency. Securely anchor each bale by at least two stakes driven through the bale. Drive the first stake or steel post in each bale toward the previously laid bale to force the bales together. Drive stakes or steel pickets a minimum 18 inches deep into the ground to securely anchor the bales.

3.3 FIELD QUALITY CONTROL

Maintain the temporary and permanent vegetation, erosion and sediment control measures, and other protective measures in good and effective operating condition by performing routine inspections to determine condition and effectiveness, by restoration of destroyed vegetative cover, and by repair of erosion and sediment control measures and other protective measures. Use the following procedures to maintain the protective measures.

3.3.1 Silt Fence Maintenance

Inspect the silt fences in accordance with paragraph, titled "Inspections," of this section. Any required repairs shall be made promptly. Pay close attention to the repair of damaged silt fence resulting from end runs and undercutting. Should the fabric on a silt fence decompose or become ineffective, and the barrier is still necessary, replace the fabric promptly. Remove sediment deposits when deposits reach one-third of the height of the barrier.

3.3.2 Straw Bale Maintenance

Inspect straw bale barriers in accordance with paragraph, titled "Inspections". Pay close attention to the repair of damaged bales, end runs and undercutting beneath bales. Accomplish necessary repairs to barriers or replacement of bales in a promptly manner. Remove sediment deposits when deposits reach one-half of the height of the barrier. At the each end of each row turn bales uphill when used to retain sediment.

Remove a straw bale barrier when it is no longer required. The immediate area occupied by the bales and any sediment deposits shall be shaped to an acceptable grade.

-- End of Section --

2.2 COMPONENTS FOR STRAW BALES