AG-82B1-S-10-0099_amend_2.pdf

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RECOVERY Canyon Creek Bridge and Peters Creek Culvert Replacement
Solicitation number
AG-82B1-S-10-0099
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AG-82B1-S-10-0099_abstract.pdf PDF
AG-82B1-S-10-0099_amend_3.pdf PDF
AG-82B1-S-10-0099_amend_1.pdf PDF
Peters SPS.pdf PDF
peters_creek.dwfx —
Canyon Creek SPS.pdf PDF
Peters_creek_drawings.pdf PDF
AG-82B1-S-10-0099.pdf PDF
canyon_creek_drawings_7-12.pdf PDF
canyon_creek_drawings_19-24.pdf PDF
canyon_creek_drawings_13-18.pdf PDF
canyon_creek.dwf DWF file
canyon_creek_drawings_1-6.pdf PDF
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

Two (2) 2/19/10 356500/356539

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

USDA Forest Service Intermountain EROC 740 Simms Street Golden, CO 80401

Same as block 7

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

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

AG-82B1-S-10-0099

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE 1/12/10

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 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.

(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 copies to the issuing office.

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

The solicitation is amended as follows:

(1) The Schedule of Items (Section B) of the solicitation is deleted and the attached Schedule of Items is substituted.

Please use the attached schedule when submitting a bid.

(2) Section 105, Control of Materials, page 8 in the Canyon Creek Project Standard Specifications (Section J attachment) is deleted and the attached Section 105 is substituted.

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)

Stephen M. Patton, Contract Specialist

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

RECOVERY Canyon Creek Bridge Replacement AG-82B1-S-10-0099

And Peter’s Creek Culvert Replacement Amendment 2

PART--THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES

RECOVERY Canyon Creek Bridge / Peter’s Creek Culvert Replacement

Flathead National Forest Hungry Horse Ranger District

Flathead County, Montana

This solicitation and any resulting contract is a firm-fixed price type of contract, which under the definition in FAR 16.202-1, “this type of contract provides for a price that is not subject to any adjustment on the basis of the contractor’s cost experience in performing the contract. This contract type places upon the contractor maximum risk and full responsibility for all costs and resulting profit or loss.”

B.1 SCHEDULE OF ITEMS

Canyon Creek Bridge Replacement Pay

Item

Item Description MM* Estimated

Quantity

Pay

Unit

Unit

Price

Amount

15101 Mobilization LSQ 1 LS XXXXXXX $________

15713 Soil Erosion and Pollution Control LSQ 1 LS XXXXXXX $________

20102 Clearing and Grubbing LSQ 1 LS XXXXXXX $________

20304 Removal of Existing Timber Bridge LSQ 1 LS XXXXXXX $________

20404 Unclassified Borrow DQ 360 CY $________ $________

20434 Roadway Excavation LSQ 1 LS XXXXXXX $________

20701 Earthwork Geotextile DQ 180 SY $________ $________

20803 Structural Backfill DQ 50 CY $________ $________

20806 Structural Excavation LSQ 1 LS XXXXXXX $________

25101 Placed Riprap, Class 5, Machine-

Placed (Government Source)

DQ 150 CY $________ $________

27201 Geocell Abutment Stabilization, 6-Inch

Depth

DQ 24.4 SY $________ $________

30809 Crushed Aggregate, Compaction Method 1 (Government

Source)

DQ 290 CY $________ $________

55301 Precast, Prestressed Concrete Structural

Member, 3’8” Bulb-Tee

AQ 4 EA $________ $________

553A01 (A) Precast Concrete Member, Grade Beam AQ 2 EA $________ $________

553A01(B) Precast Concrete Member, Wingwall AQ 4 EA $________ $________

55601 Type T-101 Weathering Steel Bridge

Rail

DQ 112.67 LF $________ $________

61708 Approach Guardrail, Type IV, Class A DQ 162.50 LF $________ $________

62201 Equipment Rental, Hydraulic

Excavator with Thumb

AQ 8 HR $________ $________

AG-82B1-S-10-0099 RECOVERY Canyon Creek Bridge and Peter’s Creek Culvert Replacment

62202 Equipment Rental, Large Dump Truck AQ 8 HR $________ $________

62503 Seeding, Dry Method LSQ 1 LS XXXXXXX $________

62509 Mulching, Dry Method LSQ 1 LS XXXXXXX $________

63501 Temporary Traffic Control LSQ 1 LS XXXXXXX $________

CANYON CREEK BRIDGE REPLACEMENT

TOTAL AMOUNT OFFERED (All Items)

Peter’s Creek Culvert Replacement

ITEM DESCRIPTION

METHOD

OF

MEAS.*

PAY

UNIT EST QTY UNIT PRICE AMOUNT BID

20304 Removal of Existing 48-Inch

DIA. CMP

LSQ LS 1 XXXXXXXX $_____________

20404 Unclassified Borrow, Placement Method 3

DQ CY 130 $___________ $_____________

15713 Soil Erosion and Pollution

Control

LSQ LS 1 XXXXXXXX $_____________

20806 Structural Excavation LSQ LS 1 XXXXXXXX $_____________

25101A

Placed Riprap, Class 2, Method A, Machine Placed

(Government Source)

VQ CY 40 $___________ $_____________

25101B

Placed Riprap, Class 5, Method A, Machine Placed

(Government Source)

VQ CY 104 $___________ $_____________

64810 Rock Weir/Step Pool AQ EA 5 $___________ $_____________

30809

Crushed Aggregate, Type

Surfacing, Compaction B

(Government Source)

DQ CY 42 $___________ $_____________

553A02 Precast Concrete Member, Culvert Footing

AQ LF 134 $___________ $_____________

15101 Mobilization LSQ LS 1 XXXXXXXX $_____________

60304

Steel Structural Plate Arch, 14-

Foot Span, 4-foot 7 1/2-Inch

Rise Galvanized, 0.111-Inch

Thickness

AQ LF 66 $___________ $_____________

62508 Seeding, Dry Method

(With Mulch)

LSQ LS 1 XXXXXXXX $_____________

62201 Hydraulic Excavator with

Thumb

AQ HR 8 $___________ $_____________

PETER’S CREEK CULVERT

REPLACEMENT

TOTAL AMOUNT Offered (All Items)

B-2 - NOTES: The Forest Service will make one award for both the Canyon Creek Bridge Replacement and the

Peter’s Creek Culvert Replacement projects.

AG-82B1-S-10-0099 RECOVERY Canyon Creek Bridge and Peter’s Creek Culvert Replacment

Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction

Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization.

Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted.

RECOVERY Canyon Creek Bridge Replacement AG-82B1-S-10-0099

And Peter’s Creek Culvert Replacement Amendment 2

105 - Control of Material 105.02_nat_05_11_2004

105.02 Material Sources

Add the following before the first paragraph.

Sources have been designated for this project as follows:

Canyon Creek 38-26.339 Riprap Source – Government Source. The designated source for riprap is the Murray Pit located approximately <1 mile up Road 11071 in Section 20, T. 29 N., R. 17 W.

The Contractor may be required to sort material to achieve the designated gradation.

Crushed Aggregate Source- Government Source. The designated source for crushed aggregate for this project is the Murray Pit as described above.

The Contractor may be required to get material from the floor of the pit to obtain the designated quantity.

Granular Backfill Material- Commercial Source. There is no designated Government Source for Granular Backfill.

Waste Site – Government Furnished. A Waste site for excess and unsuitable material will be designated by the CO at the project or within the 500 feet of the project.

Unclassified Borrow- Government Furnished. The designated source for Borrow Material for this project is Pit Run from the Murray Pit as described above.

Under (b) Contractor-located sources add the following:

Prior to any pit development or use of materials, the pit site shall be approved by the CO that the pit site is free of noxious weed as listed on the "All States Noxious Weeds List”.

File details come from the government source that posted it. Updated .