AG-0489-S-10-0027_margaret-bah-fish-imp_amend4.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 8

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

Four (4) 21 December 2009

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

USDA Forest Service EROC - Northwest 16400 Champion Way Sandy, OR 97055

USDA Forest Service EROC - Northwest 16400 Champion Way Sandy, OR 97055

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

AG-0489-S-10-0027

Recovery Margaret Bay Fish Passage Improvements

9B. DATED (SEE ITEM 11)

11/27/2009

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 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.

copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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.

(X) 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

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

copies to the issuing office.

Revisions to Schedule of Items & Section C and the addition of R-10 Off-Highway Vehicle Loads (see attached)

This solicitation has not been extended and still closes on December 28, 2009 at 10:00 am Pacific Standard time.

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

Tonya Rymer, Contracting Officer

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

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

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES

SCHEDULE OF ITEMS

Margaret Bay Fish Passage Improvements

Section B- Schedule of Items (REVISED 12/21/09)

BASE BID ITEMS

Pay Item Description

Meth.

of

Meas.

Est.

Qty Unit

Unit Price Total Price

171(03) STAKING STRUCTURES

PRECISION D, METHOD I LSQ 5 EACH $______ $________

202(05) REMOVAL OF CULVERTS LSQ 5 EACH $______ $________

203(08) BORROW EXCAVATION,

PLACEMENT METHOD 3 D.Q. 1573 M3 $______ $________

203(21) HAUL D.Q. 9073 M3 KM $______ $________

203(22) END HAUL D.Q. 1585 M3 $______ $________

220(02) CONTROLLED BLASTING D.Q. 127 M3 $______ $________

251(01)A PLACED RIPRAP, CLASS 3,

METHOD A D.Q. 107 M3 $______ $________

251(13) GEOTEXTILE, TYPE II-A D.Q. 10 M2 $______ $________

252(01) SPECIAL ROCK

EMBBANKMENT, ROCKERY D.Q. 10 M3 $______ $________

601(01) MOBILIZATION LSQ 1 LS $______ $________

603(09)A

1500-MM, ALUMINUM

COATED, CORRUGATED

STEEL PIPE, 2.0-MM

THICKNESS, METHOD A

A.Q. 11 M $______ $________

603(09)B

1950-MM, ALUMINUM

COATED, CORRUGATED

STEEL PIPE, 2.8-MM

THICKNESS, METHOD A

A.Q. 13 M $______ $________

603(09)C

2100-MM, ALUMINUM

COATED, CORRUGATED

STEEL PIPE, 2.8-MM

THICKNESS, METHOD A

A.Q. 20 M $______ $________

Meth.

of Meas.

Est.

Qty Unit Unit

Price Total Price

603(09)D

3470 X 2220 MM, ALUMINUM

COATED, CORRUGATED

STEEL PIPEARCH, 3.5-MM

THICKNESS, METHOD A

A.Q. 28 M $______ $________

603(09)E

3610 X 2310 MM, ALUMINUM

COATED, CORRUGATED

STEEL PIPEARCH, 3.5 MM

THICKNESS, METHOD A

A.Q. 14 M $______ $________

603(21) STEEL WEIRS A.Q. 25 EACH $______ $________

638(01) PLACED FISH REST STOP

ROCK

FRS CLASS 375,

EA 68 EACH $______ $________

638(01) PLACED FISH REST STOP

FRS CLASS 300,

EA 62 EACH $______ $________

638(03)A

CULVERT HAND PLACED

STREAMBED ROCK,

CLASS 375

D.Q. 72 M3 $______ $________

638(03)B

CULVERT HAND PLACED

STREAMBED ROCK,

CLASS 300

D.Q. 27 M3 $______ $________

638(05)A ROCK WEIR FRS CLASS 4 A.Q. 1 EACH $______ $________

638(05)B ROCK WEIR FRS CLASS 5 A.Q. 10 EACH $______ $________

638(07) PLACED STREAMBED

ROCK, CLASS 375 D.Q. 32 M3 $______ $________

638(07) PLACED STREAMBED

ROCK, CLASS 300 D.Q. 34 M3 $______ $________

TOTAL

FOR BASE

BID

ITEMS:

OPTION 1 Items

Meth.

of

Meas.

Est.

Qty Unit

Unit Price Total Price

171(03) STAKING STRUCTURES

PRECISION D, METHOD I LSQ 1 EACH $______ $________

202(05) REMOVAL OF CULVERTS LSQ 1 EACH $______ $________

203(08) BORROW EXCAVATION,

PLACEMENT METHOD 3 D.Q. 98 M3 $______ $________

203(21) HAUL D.Q. 447 M3 KM $______ $________

203(22) END HAUL D.Q. 257 M3 $______ $________

251(01)A PLACED RIPRAP, CLASS 4,

METHOD A D.Q. 88 M3 $______ $________

251(13) GEOTEXTILE, TYPE II-A D.Q. 150 M2 $______ $________

558(07)

SLAB BRIDGE, 12m SUPERSTRUCTURE and

SUBSTRUCTURE FURNISH

and INSTALL

LSQ 1 LS $______ $________

601(01) MOBILIZATION LSQ 1 LS $______ $________

638(01) PLACED FISH REST STOP

FRS CLASS 375,

EA 12 EACH $______ $________

638(07) PLACED STREAMBED

ROCK, CLASS 300 D.Q. 36 M3 $______ $________

TOTAL

FOR

OPTION 1:

TOTAL FOR BASE AND OPTION 1 ITEMS $__________

Vendor Name: Phone

Signature: Fax Address: Email City, State, Zip: TIN# Duns#

Section C – Description and Specifications

(Revised 12/21/2009)

C.1 Project Scope

a. This project is comprised of all required labor, equipment and materials necessary to perform the following work:

b. Work includes but is not limited to dewatering, installation of structures, excavation, placement of embankment, reconstructing stream bed and banks with instream weirs or log structures, haul, end haul, and rock excavation

BASE BID

1) Route 8000000 MP 22.413 - Remove and dispose of existing 900-mm diameter CMP.

Furnish and install a 1950-mm diameter CMP with hand placed stream simulation rock inside the culvert. Realign culvert crossing and reconstruct streambed and banks upstream. Construct riprap headwalls.

2) Route 8000000 MP 22.493 - Remove and dispose of existing 2100-mm diameter

CMP. Furnish and install a 2100-mm diameter CMP with hand placed stream simulation rock inside the culvert. Realign and reconstruct downstream streambed, banks, and rock steps. Construct riprap headwalls.

3) Route 8040000 MP 1.771 – Remove and dispose of 1800-mm diameter CMP. Furnish and install a 3610-mm x 2310-mm corrugated pipe arch with hand placed stream simulation rock inside the culvert. Construct headwalls and rockery end walls.

Reconstruct streambed.

4) Route 8040000 MP 4.187 - Remove and dispose of existing 900-mm diameter CMP.

Furnish and install a 1500-mm diameter CMP with hand placed stream simulation rock inside the culvert. Realign culvert crossing and construct riprap headwalls. Construct rockery downstream and expand outlet pool with reconstructed streambed.

5) Route 8040000 MP 5.134 – Remove and dispose of existing 1500-mm diameter CMP.

Furnish and install a 3470-mm x 2220-mm corrugated pipe arch with hand placed stream simulation rock inside the culvert. Realign culvert and reconstruct streambed and banks. Construct riprap headwalls. Bedrock blasting may be required.

6) Route 8040000 MP 5.925 – Remove and dispose of existing 1200-mm diameter CMP.

Furnish and install a 12-meter Glulam slab bridge with treated timber substructure and backwalls. Reconstruct roadway and install riprap slope protection, reconstruct streambed.

C.2 Location

All the project sites are located on the Revillagigedo Island. Sites are located on roads 8000000 and 8040000, which can be accessed by the Ramp and dock facilities at Margaret bay. Revillagigedo Island is remote with no facilities available. Access is by aircraft or boat. Margaret Bay is approximately 49 kilometers (30 miles) north of the City of Ketchikan, Alaska. Ketchikan is a full service community.

C.3 AGAR 452.236-78 FOREST SERVICE STANDARD SPECIFICATIONS FOR

CONSTRUCTION OF ROADS AND BRIDGES (NOV 1996)

The Forest Service Specifications for Construction of Roads and Bridges, EM-7720-100 (Nov.

1996) are included by reference. The requirements contained in these specifications are hereby made a part of this solicitation and any resultant contract.

Copies of the Forest Service Standard Specifications are available from:

Government Book Store 915 Second Avenue Seattle, WA 98714 Phone: 206.553.4270 Fax: 206.553.6717

Or online at: http://bookstore.gpo.gov/

The Forest Service Specifications can also be obtained from the Forest Service Home Page on the Internet. It is in Adobe Acrobat page description format at:

www.fs.fed.us/database/acad/dev/roads/roadscon.htm

SPECIFICATIONS AND SPECIAL PROJECT SPECIFICATIONS LIST

Section 101 Abbreviations, Acronyms, & Terms Section 102 Definitions (as supplemented herein)

TNF 102.1 (02/2000)

Section 103 Intent of Contract Section 104 Maintenance for traffic

TNF 104.1 (01/04)

Section 105 Control of Materials Section 106 Measurement and Payment

R10 106.1 (05/97) Section 171 Construction Staking, Offset L-Line Section 201 Clearing & Grubbing

TNF 201.1 (02/2000)

Section 202 Removal of Structures and Obstructions

Section 203 Excavation, Embankment, and Haul

TNF 203.1(03/02)

Section 204 Soil Erosion & Water Pollution Control Section 206 Structural Excavation for Major Structures Section 206A Structural Excavation for Minor Structures Section 220 Rock Blasting

TNF 220.1 (01/04)

http://bookstore.gpo.gov/� http://www.fs.fed.us/�

Section 251 Riprap

TNF 251.1 (03/02)

Section 555 Steel Structures Section 556 Bridge Railing Section 557 Timber Structures

Section 558 Prefabricated, Modular Bridge Superstructure and Substructure

TNF 558.1 (04/02)

Section 601 Mobilization Section 603 Metal Pipe

TNF 603.1 (04/02)

Section 611 Development of Pits and Quarries

TNF 611.1 (04/02)

Section 625 Seeding & Mulching

TNF SPS (02/2000)

Section 638 Stream Simulation

TNF SPS 638 (01/2004)

Section 703 Aggregate

Section 704 Soil Section 705 Rock Section 707 Metal Pipe

Section 714 Geotextile, Geocompsite Drain Material & Geogrids Section 716 Material for Timber Structures

SPECIAL NOTE: The above is a list of major specifications applicable to this contract. Other specifications referred to within these specifications (even though not specifically listed) are also fully applicable to the solicitation and any resultant contract.