Amend_1_Big_Meadows.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 1

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

Amendment 1 05/15/2015

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

Southern California Service Area – Acquisitions 1839 S. Newcomb Street Porterville, CA 93257

Southern California Service Area – Acquisitions 1839 S. Newcomb Street Porterville, CA 93257

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

RFP #AG-9AB5-S-15-0050

9B. DATED (SEE ITEM 11)

04/28/2015

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 ___1_ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or © 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 Original copies to the issuing office.

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

THE DATE AND HOUR SPECIFIED FOR RECEIPT OF OFFERS IS NOT EXTENDED

SEE ATTACHED REVISED SCHEDULE OF ITEMS. Changes are…..rebar (reinforcing steel) is broken out from the concrete pay item. See new pay item 554(01)…….Pay Item 552(01) no longer contains reinforcing steel.

Also Method of Measurement column has been removed and is no longer applicable.

All other items are unchanged.

All other terms and conditions remain unchanged.

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)

NANCY RUGGERI, 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

REVISED SCHEDULE OF ITEMS – AMENDMENT 1 5/15/15

SOQUEL DITCH BRIDGE REPLACEMENT

BASS LAKE RANGER DISTRICT

SIERRA NATIONAL FOREST

MADERA COUNTY

PROJECT: Soquel Ditch Bridge Replacement

Pay Item No. Item Description

Est Quan Unit Unit Price Amount

Base Work Items:

151(01) Mobilization (includes bonding cost) 1 LS $_________ $_________

152(05) Bridge Staking 1 LS $_________ $_________

154(01) Contractor Sampling And Testing Compaction and Concrete 1 LS $_________ $_________

203(05) Removal of Structures and Obstructions 1 LS $_________ $_________

204(01)

Road Excavation, compaction method D, Finishing Method B (includes excavation for new profile grade) 1 LS $_________ $_________

208(01) Structural Excavation 275 CY $_________ $_________

208(03) Structural Backfill 135 CY $_________ $_________

251(01) Class 2 Riprap 80 CY $_________ $_________

251(02) Class 4 Riprap 7 CY $_________ $_________

552(01)

Structural Concrete Class A (AE) includes forms, falsework and reinforcing steel 52 CY $_________ $_________

553(01)

Precast Prestressed Concrete Structural Members 2'-2" x 4'-0" x 68' Voided Slabs 7 EA $_________ $_________

554(01) Reinforcing Steel 6100 LB $_________ $_________

556(01) Steel Bridge Railing 131 LF $_________ $_________

564(01) Elastomeric Bearing Device 28 EA $_________ $_________

602(11) 18" Corrugated Steel Pipe 16 gage 210 LF $_________ $_________

617(01) Bridge Approach Rail System G4, Type II, Class B 100 LF $_________ $_________

617(02) Terminal Section Type FG4-CRT with Concrete Anchor 4 EA $_________ $_________

617(06) Connection to Bridge Rail Structure 4 EA $_________ $_________

629(01) Erosion Control Mat Type 5.A 546 SY $_________ $_________

633(06) Object Markers, Type 3 4 EA $_________ $_________

634(01) Pavement Markings Type 250 LF $_________ $_________

635(01) Temporary Traffic Control 1 LS $_________ $_________

BASE TOTAL $_________

OPTION

403(01) Asphalt Pavements and Surface Treatments 175 Ton $_________ $_________

609(05) Asphalt Concrete Curb 172 LF $_________ $_________

OPTION 1 TOTAL $_________

BASE AND OPTION TOTAL $_________