AG-0489-S-10-0026_north-thorne-fish-imp_amend2.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 7

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

Two (2) December 21, 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-10-0026

Recovery North Thorne 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.

Amendment Two revises the Schedule of Items and Section C. (see attached pages)

The solicitation closing date has not

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.

been extended. The closing date / time remains December 28, 2009 at 10:00 am (Pacific Standard Time)

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

North Thorne Fish Passage Improvements (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 3 EA $________ $________

202(02) REMOVAL OF CULVERTS LSQ 3 EA $________ $________

203(08) BORROW EXCAVATION,

PLACEMENT METHOD 3 D.Q. 1223 CY $________ $________

203(21) HAUL D.Q. 1470 CYMI $________ $________

203(22) END HAUL D.Q. 752 CY $________ $________

220(02) CONTROLLED BLASTING D.Q. 30 CY $________ $________

251(01)A PLACED RIPRAP, CLASS 4,

METHOD A D.Q. 119 CY $________ $________

251(01)B PLACED RIPRAP, CLASS 5,

METHOD A D.Q. 43 CY $________ $________

252(01) SPECIAL ROCK

EMBANKMENT, ROCKERY D.Q. 12

CY

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

603(09)A 72-IN, ALUMINUM PIPE, 12

GA, 3x1 CORR., METHOD C A.Q. 40 FT $________ $________

603(09)B

96-IN, ALUMINUM PIPE,

12GA, 3x1 CORR., METHOD C

A.Q. 58 FT $________ $________

603(11)

117-IN SPAN, 79-IN RISE,

ALUMINUM PIPE, 12GA, 3x1

CORR., METHOD C

A.Q. 50 FT $________ $________

603(21) STEEL WEIRS A.Q. 10 EA $________ $________

638(03)A CULVERT STREAMBED

MATERIAL, CLASS 9 D.Q. 76 CY $________ $________

638(03)B CULVERT STREAMBED

MATERIAL,, CLASS 12 D.Q. 16 CY $________ $________

638(05)A ROCK WEIR FRS CLASS 5 A.Q. 9 EA $________ $________

638(05)B ROCK WEIR FRS CLASS 6 A.Q. 1 EA $________ $________

638(06)A PLACED STREAMBED

ROCK, CLASS 9 D.Q. 12 CY $________ $________

638(06)B PLACED STREAMBED

ROCK, CLASS 12 D.Q. 25 CY $________ $________

TOTAL BID FOR BASE

ITEMS:

OPTION 1 – 3015250-0.030

Meth. of

Meas. Est. Qty Unit Unit Price Total Price

171(03) STAKING STRUCTURES,

PRECISION D, METHOD I LSQ 1 EA $_______ $________

202(02) REMOVAL OF CULVERTS LSQ 1 EA $_______ $________

203(08) BORROW EXCAVATION,

PLACEMENT METHOD 3 D.Q. 829 CY $_______ $________

203(21) HAUL D.Q. 141 CY MI $_______ $________

203(22) END HAUL D.Q. 301 CY $_______ $________

220(02) CONTROLLED BLASTING D.Q. 70 CY $________ $________

251(01)A PLACED RIPRAP, CLASS 4

METHOD A D.Q. 47 CY $_______ $________

252(01) SPECIAL ROCK

EMBANKMENT, ROCKERY D.Q. 17

CY

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

608(11)

142-IN SPAN, 91-IN RISE,

ALUMINIZED STEEL PIPE

ARCH, 12GA, 6x2 CORR., METHOD C

A.Q. 60 FT $________ $________

638(03)A CULVERT STREAMBED

MATERIAL, CLASS 12 D.Q. 46 CY $________ $________

TOTAL FOR OPTION 1

ITEMS:

OPTION 2 - 3015000-6.334

Meth. of

Meas.

Est.

Qty Unit Unit Price Total Price

171(03) STAKING STRUCTURES,

PRECISION D, METHOD I LSQ 1 EA $_______ $________

202(02) REMOVAL OF CULVERTS LSQ 1 EA $_______ $________

203(08) BORROW EXCAVATION,

PLACEMENT METHOD 3 D.Q. 381 CY $_______ $________

203(21) HAUL D.Q. 1538 CY MI $_______ $________

203(22) END HAUL D.Q. 361 CY $_______ $________

251(01)B PLACED RIPRAP, CLASS 5

METHOD A D.Q. 678 CY $_______ $________

251(13) GEOTEXTILE, TYPE II-B D.Q. 2538 SF $_______ $________

558(01)

PREFABRICATED

BRIDGE

SUPERSTRUCTURE, 40 FT

LSQ 1 EA $_______ $________

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

606(01) GUARDRAIL SYSTEM,

TYPE 1, CLASS A A.Q. 100 FT $________ $________

638(05)B ROCK WEIR FRS CLASS 7 A.Q. 1 EA $________ $________

638(06)B PLACED STREAMBED

ROCK, CLASS 9 D.Q. 64 CY $________ $________

TOTAL FOR OPTION 2

ITEMS: $_______

TOTAL FOR BASE AND ALL OPTIONS $______________

Vendor Name: Phone

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

SECTION C--DESCRIPTION/SPECIFICATIONS

(REVISED 12/21/09)

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 streambed and banks with instream weirs or log structures, haul, end haul, and rock excavation.

c. Estimated Price Range: Between $250,000 and $500,000.

BASE BID

1) RD 3015000 MP 0.344

Remove and dispose of existing 3-foot diameter CMP. Furnish and install an 8-foot diameter aluminized steel pipe with streambed materials and rock steps inside the culvert.

Realign stream channel and reconstruct banks up and downstream. Regrade the channel with streambed materials and construct rocks steps downstream. Maintain existing horizontal road alignment. Install riprap slope protection.

2) RD 3015000 MP 2.641

Remove and dispose of existing 3-foot diameter CMP. Furnish and install a 9’-9” x 6’-7” aluminized steel pipe arch with streambed materials and rock steps and steel weirs inside the culvert. Realign stream channel and reconstruct banks up and downstream. Construct rocks steps downstream of culvert. Raise the road but maintain existing horizontal road alignment. Install riprap slope protection. Bedrock blasting may be required.

3) RD 3015000 MP 6.830

Remove and dispose of existing 1.5-foot diameter CMP. Furnish and install a 6-foot diameter aluminized steel pipe with streambed materials and rock steps and steel weirs inside the culvert. Realign stream channel and reconstruct banks up and downstream.

Construct rocks steps up and downstream of culvert. Revegetate banks on new channel construction. Raise the road but maintain existing horizontal road alignment. Install rockery at the inlet and riprap at the outlet for slope protection.

Option 1:

RD 3015250 MP 0.030

Remove and dispose of existing 4-foot diameter CMP. Furnish and install an 11’-10” x 7’-7” aluminized steel pipe arch with streambed materials and rock steps inside the culvert. Raise the road and provide new roadway alignment. Realign stream channel and reconstruct banks up and downstream. Install rockery at the inlet and riprap at the outlet for slope protection. Bedrock blasting may be required.

Option 2:

RD 3015000 MP 6.334

Remove and dispose of existing 3-foot diameter CMP. Furnish and install a 40-foot slab bridge with guard rails. Realign stream channel downstream and provide with streambed materials . Install geotextile fabric as shown on the plans. Reconstruct banks up and downstream of the bridge. Excavate all soft alluvial materials at the first beaver dam area and under the bridge footings and replace with suitable materials as shown. Construct new rock weir at the first beaver dam. Raise the road and install riprap slope protection.

Reseed all disturbed areas immediately after bridge construction.

C.2 Location

All the project sites are located on Northeast Prince of Wales Island, Thorne Bay area in Southeast Alaska; along roads 3015000 and 3015250. Thorne Bay is a small community with limited services. Thorne Bay road system can be accessed by the Inter Island ferry system and by floatplane.

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

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)

Section 251 Riprap

TNF 251.1 (03/02)

Section 555 Steel Structures Section 556 Bridge Railing Section 557 Timber Structures Section 558 Prefabricatedm Modular Bridge Superstructure and Substructure

TNF 558.1-1 (04/2002)

Section 563 Painting

TNF 563.1 (02/2000)

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 708 Paint

TNF 708.1 (02/2000)

Section 713 Roadside Improvement Material Section 714 Geotextile, Geocompsite Drain Material & Geogrids Section 716 Material for Timber Structures Section 717 Structural Metal T.N.F. Specification 717.1 (02/2000)

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.