AG-0489-S-10-0110_timber-parking_amend1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 15

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

One (1) January 7, 2010

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-10-0110

RECOVERY Timberline Parking Lot Improvements

9B. DATED (SEE ITEM 11)

01/05/2010

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.

Section J – Attachments. Several old drawing sheets were removed from the Project Plans. The revised set of Project Plans is attached.

This solicitation is not extended and continues to close on February 4, 2010 at 4:00 pm Pacific 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

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DRAWINGS FOR

TIMBERLINE LODGE

FOREST SERVICE - REGION SIX

UNITED STATES DEPARTMENT OF AGRICULTURE

PROJECT LOCATION

TIMBERLINE LODGE

VICINITY MAP

PARKING LOT IMPROVEMENTS

CLACKAMAS COUNTY

STATE MAP

SUB-REGIONAL ENGINEERING GROUP

OREGON

MT. HOOD

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Title Sheet.dwg

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* Designates Contract Quantities ESTIMATE OF QUANTITIES Sheet 3 Of 14

PARKING LOTS LODGE MAIN SALMON RIVER MAINTENANCE

Base/Optional Base Option 1 Option 2 Option 3

Area 1 Area 2 Area 4 Area 3

ITEM

NO. DESCRIPTION UNIT

REVISION

DATE QUANTITIES REMARKS

15101 Mobilization Lump Sum 2003 ALL ALL ALL ALL Includes equipment washing and fire protection requirments.

15210 Miscellaneous survey and staking method II, tolerance E Lump Sum 2003 ALL ALL ALL ALL Layout and/or location of sites. Precision class E.

20304 Removal of asphalt Lump Sum 2003 ALL - - - Removing sidewalk asphalt.

20411 Embankment construction, compaction method B, finishing method B * Cubic Yard 2003 - - 350 -

20701 Earthwork geotextile type 1-A Square Yard 2003 - 500.0 500.0 -

20801 Structure Excavation * Cubic Yard 2003 - - 250 -

25104 Keyed riprap, class 5 * Cubic Yard 2003 - 340 90 - From Tamarack Pit. Includes rip rap at end section of concrete pipe (Area 4).

32203 Aggregate base, grading D, compaction method B * Cubic Yard 10/07 - - 300 - Commercial Source. Includes processing aggregate with millings.

32222 Pit run maximum size 3-inch, compaction method B * Cubic Yard 10/07 - - 1,500 - Grading Q, from Tamarack Pit.

40401 Minor hot asphalt concrete Ton 2003 560.00 1,900.00 1,025.00 560.00 ODOT Level 2 1/2 "Dense HMAC", PG. 64-22 asphalt binder.

40953 Rejuvenation material Gallon 2003 170 - - - Seal loading dock area.

41301 Asphalt pavement milling, 1.5-inch depth Square Yard 2003 92.0 872.0 452.0 552.0 Includes milling out old snow posts, prior to paving parking areas.

41409 Crack cleaning and sealing Foot 2003 1,500 6,400 200 1,000

41551 Paving reinforcement grid, category 1 Square Yard 03/07 364.0 2,184.0 364.0 364.0

43007 Skin Patch hot asphalt concrete mixture Ton 2003 15.00 60.00 - -

60221 12-inch concrete pipe Foot 2003 - - 350 -

60222 10-inch pvc schedule 80 pipe Foot 2003 260 - - - Install 2 pipes sleeves - 1 for waterline & 1 for communications

60401 Manhole, Precast Concrete Drop Inlet, Grate and Filter Basket

Insert Each 2003 - - 4 -

* Designates Contract Quantities ESTIMATE OF QUANTITIES Sheet 4 Of 14

PARKING LOTS LODGE MAIN SALMON RIVER MAINTENANCE

Base/Optional Base Option 1 Option 2 Option 3

Area 1 Area 2 Area 4 Area 3

ITEM

NO. DESCRIPTION UNIT

REVISION

DATE QUANTITIES REMARKS

60405 Manhole adjustment Each 2003 10 1 - -

60406 Inlet adjustment Each 2003 14 1 1 -

60909

Wheelstop Each 2003 24 - 40 -

6' long x 6" wide x 4" tall commercial parking blocks (recycled plastic w/ approved methodology for securing, see supplemental spec 609.08).

61810 Remove & reset existing jersey barriers Each 2003 - 75 -

63401

Pavement markings type C, yellow parking line Foot 2003 1,200 2,550 1,560 -

63405 Pavement markings type C, symbols Each 2003 2 - - -

63501 Temporary traffic control Lump Sum 2003 ALL ALL ALL ALL

65102 Pit And Quarry Development Lump Sum 2003 - - ALL - Minor pit development.

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GREASE/OIL

DETAIL A

EXPLODED VIEW

DROP INLET FILTER -INSTALLED

INTO CATCH BASIN-

NOTES:

1. Catch Basin Inserts as shown are based on FloGard+Plus (frame mount) high capacity catch basin inserts as manufactured by Kristol Enterprises. Products by other manufacturers will be considered if they meet the salient design characteristics and materials are of equal or greater quality.e

2. Filter insert shall have both an "initial" filtering bypass and high flow bypass feature.

3. Filter support frame shall be constructed from stainless steel Type 304.

4. Allow a minimum of 2.0 feet, of clearance between the bottom of the grate and top of outlet pipe(s).

5. Filter medium shall be Fossil Rock (or approved equal) installed and maintained during construction in accordance with manufacturer specifications.

6. Storage capacity reflects 80% of maximum solids collection prior to impeding filtering bypass.

7. Filtered flow r/rate shall include a minimum safety factor of two.

DETAIL B

SECTION VIEW

w/ Filter

-INSTALLED-

DETAIL C

"High Flow"

BYPASS FEATURES

DESIGN REQUIRMENTS

Kristol

MODEL NO.

STANDARD

DEPTH

INLET ID

Inside

Dimension (inch x inch)

GRATE OD

Outside

Dimension (inch x inch)

FGP-30F 30 X 30 30 X 34

SOLIDS

STORAGE

CAPACITY

(cu. ft.)

FILTERED

FLOW

(cu. ft. / sec.)

2.03.6

STANDARD DEPTH

-20 Inches-

TOTAL

BYPASS

CAPACITY

(cu. ft. / sec.)

8.1

SOLIDS

STORAGE

CAPACITY

(cu. ft.)

FILTERED

FLOW

(cu. ft. / sec.)

1.152.05

SHALLOW DEPTH

-12 Inches-

MODEL NO.

SHALLOW

DEPTH

FGP-30F8

STANDARD & SHALLOW

DEPTH

(Data in these columes is the same for both STANDARD & SHALLOW versions)

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602.06 Laying Plastic Pipe.