08-B-0005-AM3.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

PROJECT: EMERGENCY LEVEE REPAIRS, REGION 1 (SACRAMENTO RIVER), REGION 2 (DELTA BASIN), AND REGIONS 3 (SAN JOAQUIN

RIVER): SACRAMENTO/SAN JOAQUIN RIVERS AND DELTA BASIN, CALIFORNIA

See the continuation pages for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J

FAR (48 CFR) 53.243

1 42

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

16C. DATE SIGNED

BY 26-Nov-2008

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W91238-08-B-0005

X 9B. DATED (SEE ITEM 11)

24-Oct-2008

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 (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.

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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

26-Nov-2008

CODE

USACE SACRAMENTO DISTRICT

ATTN: CONTRACTING DIVISION

1325 J STREET-ROOM 878

SACRAMENTO CA 95814-2922

W91238 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W91238-08-B-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The purpose of this amendment is as follows:

1. The solicitation response date/time of 5 Dec 2008/01:00 in bolck 13A of the SF 1442 remains unchanged.

2. Replace the Pricing Schedule in its entirety, Section 00010.

3. Replace the Technical Specifications in its entirety.

4. 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.

5. For ease of understanding, a conformed copy of the solicitation incorporating “all” changes will be provided along with this amendment. All bids are to be submitted using this conformed copy of the solicitation.

6. Point of Contact (POC): Carolyn J. Giles, Contract Specialist, Phone (916) 557-5228. Email:

caroyn.j.giles@usace.army.mil.

SECTION 00010 - SOLICITATION CONTRACT FORM

The following have been modified:

PRICING SCHEDULE

TABLE OF CONTENTS

SECTION TITLE

SOLICITATION, OFFER AND AWARD (STANDARD FORM 1442)

AND PRICING SCHEDULE

00100 INSTRUCTIONS, CONDITIONS AND NOTICES TO BIDDERS/

OFFERORS AND EVALUATION CRITERIA FOR AWARD

00600 REPRESENTATIONS, CERTIFICATIONS AND OTHER

STATEMENTS OF BIDDERS/OFFERORS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

ATTACHMENT

1 GENERAL WAGE DETERMINATION

2 PREAWARD SURVEY

3 DRAWINGS AND SKETCHES

TECHNICAL SPECIFICATIONS

(SEE TECHNICAL SPECIFICATIONS' TABLE OF CONTENTS FOR

SPECIFICATION SECTIONS INCLUDED IN THIS SOLICITATION/CONTRACT)

DRAWINGS (SEPARATE PACKAGE) (LIST OF DRAWINGS-SECTION 00700)

NOTE: AS A MINIMUM ANY CONTRACT AWARDED AS A RESULT OF THIS

SOLICITATION SHALL CONSIST OF THE FOLLOWING DOCUMENTS:

STANDARD FORM 1442, SECTIONS 00010, 00700, 00800, TECHNICAL

SPECIFICATIONS AND DRAWINGS, AND ATTACHMENTS AS DESCRIBED IN

CONTRACT DOCUMENT.

SECTION 00600, AS COMPLETED BY AWARDEE, IS INCORPORATED INTO

ANY RESULTANT CONTRACT BY REFERENCE.

SECTION 00100 IS INCLUDED FOR SOLICITATION PURPOSES ONLY. THIS

SECTION WILL BE REMOVED, MAINTAINED IN THE CONTRACT FILE AND

NOT MADE PART OF THE CONTRACT.

AMENDMENTS ARE INCORPORATED INTO THE RESULTANT CONTRACT.

SUBCONTRACTING PLAN (IF REQUIRED) BECOMES AN ATTACHMENT TO AND A

MATERIAL PART OF THE CONTRACT.

PRICING SCHEDULE: REGION 1 (SACRAMENTO)

BASE SCHEDULE (365 CALENDAR DAYS FROM CONTRACT AWARD)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

ITEM UNIT OF UNIT TOTAL

NO. DESCRIPTION QUANTITY MEASURE PRICE

PURCHASE, HAUL & PLACE DERRICK STONE FROM LEVEE

0001 DERRICK STONE (MATERIAL)

5,000* TON $_______

0001AA HAUL DERRICK STONE 5,000* TON $_______

0001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

0001AC PLACE DERRICK STONE USING 80d DRAGLINE, OR EQUAL

3,000* TON $_______

PURCHASE, HAUL & PLACE ROCK FROM LEVEE

0002 TRANSPORT ROCK FROM QUARRY TO SITE

10,000* TON $_______

0003 MINUS 18” QUARRY ROCK

6,000* TON $_______

0003AA PLACE MINUS 18” QUARRY ROCK FROM LEVEE

6,000* TON $_______

0004 MINUS 12” PIT RUN ROCK

6,000* TON $_______

0004AA PLACE 12” PIT RUN ROCK

0005 MINUS 3” FILL MATERIAL

2,000* TON $_______

0005AA PLACE MINUS 3” FILL MATERIAL

0006 DRAIN ROCK 2,000* TON $_______

0006AA PLACE DRAIN ROCK 2,000* TON $_______

0007 MINUS 1” FILL MATERIAL

1,000* TON $_______

0007AA PLACE MINUS 1” FILL 1,000* TON $_______

0008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

0008AA PLACE MINUS 1 1/2” AGGREGATE BASE

EQUIPMENT

0010 CAT 966F, OR EQUAL 500* HOUR $_______

0010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

0010AB CAT D-6, OR EQUAL 80* HOUR $_______

0010AC CAT D-8, OR EQUAL 80* HOUR $_______

0010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

0010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

00010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

0010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

0010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

0010AI LIGHT PLANT, 5 KW 50* DAILY $_______

0010AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______

LABOR

0011 SURVEY CREW W/EQUIPMENT 1* DAILY $_______

0011AA FLAGMAN 200* HOUR $_______

MATERIAL/SUPPLIES

0012 GEOTEXTILE FABRIC 15,000* SY $_______

0012AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES

1,000* LF $_______

SUBTOTAL PROJECTED PRICE $_______________

(BASIC CONTRACT PERIOD ITEMS 0001 THRU 0012AA)

*THESE ARE YEARLY PROJECTED ESTIMATED QUANTITIES. FIRM/ACTUAL QUANTITIES WILL BE

CITED IN THE INDIVIDUAL TASK ORDERS. ALSO SEE SECTION 01-11-00, SUMMARY OF WORK.

PRICING SCHEDULE : REGION 1 (SACRAMENTO)

OPTION 1 -(365 CALENDAR DAYS FROM EXERCISE OF OPTION 1)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

1001 DERRICK STONE (MATERIAL)

5,000* TON $_______

1001AA HAUL DERRICK STONE 5,000* TON $_______

1001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

1001AC PLACE DERRICK STONE USING 80d DRAGLINE, OR EQUAL

1002 TRANSPORT ROCK FROM QUARRY TO SITE

1003 MINUS 18” QUARRY ROCK

1003AA PLACE MINUS 18” QUARRY ROCK FROM LEVEE

6,000* TON $_______

1004 MINUS 12” PIT RUN ROCK

6,000* TON $_______

1004A PLACE 12” PIT RUN ROCK

1005 MINUS 3” FILL MATERIAL

1005AA PLACE MINUS 3” FILL MATERIAL

1006 DRAIN ROCK 2,000* TON $_______

1006AA PLACE DRAIN ROCK 2,000* TON $_______

1007 MINUS 1” FILL MATERIAL

1,000* TON $_______

1007AA PLACE MINUS 1” FILL 1,000* TON $_______

1008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

1008AA PLACE MINUS 1 1/2” AGGREGATE BASE

1010 CAT 966F, OR EQUAL 500* HOUR $_______

1010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

1010AB CAT D-6, OR EQUAL 80* HOUR $_______

1010AC CAT D-8, OR EQUAL 80* HOUR $_______

1010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

1010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

1010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

1010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

1010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

1010AI LIGHT PLANT, 5 KW 50* DAILY $_______

1010AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______

1011 SURVEY CREW W/EQUIPMENT 1* DAILY $_______

1011AA FLAGMAN 200* HOUR $_______

1012 GEOTEXTILE FABRIC 15,000* SY $_______

1012AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES

(BASIC CONTRACT PERIOD ITEMS 0001 THRU 00012AA)

OPTION 2 - (365 CALENDAR DAYS FROM EXERCISE OF OPTION 2)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

2001 DERRICK STONE (MATERIAL)

5,000* TON $_______

2001AA HAUL DERRICK STONE 5,000* TON $_______

2001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

2001AC PLACE DERRICK STONE USING 80d DRAGLINE, OR EQUAL

2002 TRANSPORT ROCK FROM QUARRY TO SITE

2003 MINUS 18” QUARRY ROCK

2003AA PLACE MINUS 18” QUARRY ROCK FROM LEVEE

6,000* TON $_______

2004 MINUS 12” PIT RUN ROCK

6,000* TON $_______

2004A PLACE 12” PIT RUN ROCK

2005 MINUS 3” FILL MATERIAL

2005AA PLACE MINUS 3” FILL MATERIAL

2006 DRAIN ROCK 2,000* TON $_______

2006AA PLACE DRAIN ROCK 2,000* TON $_______

2007 MINUS 1” FILL MATERIAL

1,000* TON $_______

2007AA PLACE MINUS 1” FILL 1,000* TON $_______

2008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

2008AA PLACE MINUS 1 1/2” AGGREGATE BASE

2010 CAT 966F, OR EQUAL 500* HOUR $_______

2010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

2010AB CAT D-6, OR EQUAL 80* HOUR $_______

2010AC CAT D-8, OR EQUAL 80* HOUR $_______

2010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

2010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

2010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

2010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

2010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

2010AI LIGHT PLANT, 5 KW 50* DAILY $_______

2010AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______

2011 SURVEY CREW W/EQUIPMENT 1* DAILY $_______

2011AA FLAGMAN 200* HOUR $_______

2012 GEOTEXTILE FABRIC 15,000* SY $_______

2012AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES

(BASIC CONTRACT PERIOD ITEMS 0001 THRU 00012AA)

OPTION 3 - (365 CALENDAR DAYS FROM EXERCISE OF OPTION 3)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

3001 DERRICK STONE (MATERIAL)

5,000* TON $_______

3001AA HAUL DERRICK STONE 5,000* TON $_______

3001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

3001AC PLACE DERRICK STONE USING 80d DRAGLINE, OR EQUAL

3002 TRANSPORT ROCK FROM QUARRY TO SITE

3003 MINUS 18” QUARRY ROCK

3003AA PLACE MINUS 18” QUARRY ROCK FROM LEVEE

6,000* TON $_______

3004 MINUS 12” PIT RUN ROCK

6,000* TON $_______

3004AA PLACE 12” PIT RUN ROCK

3005 MINUS 3” FILL MATERIAL

3005AA PLACE MINUS 3” FILL MATERIAL

3006 DRAIN ROCK 2,000* TON $_______

3006AA PLACE DRAIN ROCK 2,000* TON $_______

3007 MINUS 1” FILL MATERIAL

1,000* TON $_______

3007AA PLACE MINUS 1” FILL 1,000* TON $_______

3008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

3008AA PLACE MINUS 1 1/2” AGGREGATE BASE

3010 CAT 966F, OR EQUAL 500* HOUR $_______

3010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

3010AB CAT D-6, OR EQUAL 80* HOUR $_______

3010AC CAT D-8, OR EQUAL 80* HOUR $_______

3010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

3010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

3010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

3010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

3010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

3010AI LIGHT PLANT, 5 KW 50* DAILY $_______

3010AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______

3011 SURVEY CREW W/EQUIPMENT 1* DAILY $_______

3011AA FLAGMAN 200* HOUR $_______

3012 GEOTEXTILE FABRIC 15,000* SY $_______

3012AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES

(OPTION PERIOD 3 ITEMS 3001 THRU 3012AA)

REGION 1 “GRAND PROJECTED TOTAL” (BASE + OPTION PERIODS) PRICE-

PRICING SCHEDULE : REGION 2 (Delta Region)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

5,000* TON $_______

0001AA HAUL DERRICK STONE 5,000* TON $_______

0001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

0001AC PLACE DERRICK STONE USING 80d DRAGLINE OR EQUAL

6,000* TON $_______

0003 MINUS 18” QUARRY ROCK

3,000* TON $_______

0003AA PLACE MINUS 18” QUARRY ROCK

3,000* TON $_______

0004 MINUS 12” PIT RUN ROCK 3,000* TON $_______

0004AA PLACE 12” PIT RUN ROCK 3,000* TON $_______

0005AA PLACE MINUS 3” FILL MATERIAL

0006AA PLACE DRAIN ROCK 2,000* TON $_______

0007 MINUS 1” FILL MATERIAL 1,000* TON $_______

0007AA PLACE MINUS 1” FILL 1,000* TON $_______

0008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

0008AA PLACE MINUS 1 1/2” AGGREGATE BASE

PURCHASE, HAUL & PLACE ROCK FROM BARGE

0009 MOBILIZATION/DEMOBILIZATION

OF BARGE CRANE 1* LS $_______

0009AA MINUS 18” QUARRY ROCK PLACED FROM BARGE

0009AB MOVE BARGE CRANE 100* HOUR $_______

0010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

0010AB CAT D-6, OR EQUAL 80* HOUR $_______

0010AC CAT D-8, OR EQUAL 80* HOUR $_______

0010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

0010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

0010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

0010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

0010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

00011 SURVEY CREW W/EQUIPMENT 1* DAILY $_______

BASIC CONTRACT PERIOD ITEMS 0001 THRU 0012AA)

OPTION 1 - (365 CALENDAR DAYS FROM EXERCISE OF OPTION 1)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

5,000* TON $_______

1001AA HAUL DERRICK STONE 5,000* TON $_______

1001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

1001AC PLACE DERRICK STONE USING 80d DRAGLINE OR EQUAL

6,000* TON $_______

1003 MINUS 18” QUARRY ROCK

3,000* TON $_______

1003AA PLACE MINUS 18” QUARRY ROCK

3,000* TON $_______

1004 MINUS 12” PIT RUN ROCK 3,000* TON $_______

1004AA PLACE 12” PIT RUN ROCK 3,000* TON $_______

1005AA PLACE MINUS 3” FILL MATERIAL

1006 DRAIN ROCK 2,000* TON $_______

1006AA PLACE DRAIN ROCK 2,000* TON $_______

1007 MINUS 1” FILL MATERIAL 1,000* TON $_______

1007AA PLACE MINUS 1” FILL 1,000* TON $_______

1008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

1009 MOBILIZATION/DEMOBILIZATION

OF BARGE CRANE 1* LS $_______

1009AA MINUS 18” QUARRY ROCK PLACED FROM BARGE

1009AB MOVE BARGE CRANE 100* HOUR $_______

1010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

1010AB CAT D-6, OR EQUAL 80* HOUR $_______

1010AC CAT D-8, OR EQUAL 80* HOUR $_______

1010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

1010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

1010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

1010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

1010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

1010AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______

(DELTA REGION OPTION 1 PERIOD ITEMS 1001 THRU 1012AA)

OPTION 2 - (365 CALENDAR DAYS FROM EXERCISE OF OPTION 2)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

5,000* TON $_______

2001AA HAUL DERRICK STONE 5,000* TON $_______

2001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

2001AC PLACE DERRICK STONE USING 80d DRAGLINE OR EQUAL

6,000* TON $_______

2003 MINUS 18” QUARRY ROCK

3,000* TON $_______

2003AA PLACE MINUS 18” QUARRY ROCK

3,000* TON $_______

2004 MINUS 12” PIT RUN ROCK 3,000* TON $_______

2004AA PLACE 12” PIT RUN ROCK 3,000* TON $_______

2005AA PLACE MINUS 3” FILL MATERIAL

2006AA PLACE DRAIN ROCK 2,000* TON $_______

2007 MINUS 1” FILL MATERIAL 1,000* TON $_______

2007AA PLACE MINUS 1” FILL 1,000* TON $_______

2008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

2009 MOBILIZATION/DEMOBILIZATION

OF BARGE CRANE 1* LS $_______

2009AA MINUS 18” QUARRY ROCK PLACED FROM BARGE

2009AB MOVE BARGE CRANE 100* HOUR $_______

2010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

2010AB CAT D-6, OR EQUAL 80* HOUR $_______

2010AC CAT D-8, OR EQUAL 80* HOUR $_______

2010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

2010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

2010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

2010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

2010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

(DELTA REGION OPTION 2 PERIOD ITEMS 2001 THRU 2012AA)

OPTION 3 -(365 CALENDAR DAYS FROM EXERCISE OF OPTION 3)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

5,000* TON $_______

3001AA HAUL DERRICK STONE 5,000* TON $_______

3001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

3001AC PLACE DERRICK STONE USING 80d DRAGLINE OR EQUAL

6,000* TON $_______

3003 MINUS 18” QUARRY ROCK

3,000* TON $_______

3003AA PLACE MINUS 18” QUARRY ROCK

3,000* TON $_______

3004 MINUS 12” PIT RUN ROCK 3,000* TON $_______

3004AA PLACE 12” PIT RUN ROCK 3,000* TON $_______

3005AA PLACE MINUS 3” FILL MATERIAL

3006AA PLACE DRAIN ROCK 2,000* TON $_______

3007 MINUS 1” FILL MATERIAL 1,000* TON $_______

3007AA PLACE MINUS 1” FILL 1,000* TON $_______

3008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

3009 MOBILIZATION/DEMOBILIZATION

OF BARGE CRANE 1* LS $_______

3009AA MINUS 18” QUARRY ROCK PLACED FROM BARGE

3009AB MOVE BARGE CRANE 100* HOUR $_______

3010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

3010AB CAT D-6, OR EQUAL 80* HOUR $_______

3010AC CAT D-8, OR EQUAL 80* HOUR $_______

3010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

3010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

00010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

3010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

3010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

(DELTA REGION OPTION 3 PERIOD ITEMS 3001 THRU 3012AA)

REGION 2 “GRAND PROJECTED TOTAL” (BASE + OPTION PERIODS) PRICE-

PRICING SCHEDULE : REGION 3(SAN JOAQUIN)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

5,000* TON $_______

0001AA HAUL DERRICK STONE 5,000* TON $_______

0001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

0001AC PLACE DERRICK STONE USING 80d DRAGLINE, OR EQUAL

0003 MINUS 18” QUARRY ROCK

0003A PLACE MINUS 18” QUARRY ROCK FROM LEVEE

6,000* TON $_______

0004 MINUS 12” PIT RUN ROCK

6,000* TON $_______

0004A PLACE 12” PIT RUN ROCK

0005A PLACE MINUS 3” FILL MATERIAL

0006A PLACE DRAIN ROCK 2,000* TON $_______

0007 MINUS 1” FILL MATERIAL

1,000* TON $_______

0007A PLACE MINUS 1” FILL 1,000* TON $_______

0008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

0008A PLACE MINUS 1 1/2” AGGREGATE BASE

0010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

0010AB CAT D-6, OR EQUAL 80* HOUR $_______

0010AC CAT D-8, OR EQUAL 80* HOUR $_______

0010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

0010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

0010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

0010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

0010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

0011 SURVEY CREW W/EQUIPMENT 1* DAILY $_______

(BASE CONTRACT PERIOD ITEMS 0001 THRU 0012AA)

OPTION 1 - (365 CALENDAR DAYS FROM EXERCISE OF OPTION 1)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

5,000* TON $_______

1001AA HAUL DERRICK STONE 5,000* TON $_______

1001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

1001AC PLACE DERRICK STONE USING 80d DRAGLINE, OR EQUAL

1003 MINUS 18” QUARRY ROCK

1003AA PLACE MINUS 18” QUARRY ROCK FROM LEVEE

6,000* TON $_______

1004 MINUS 12” PIT RUN ROCK

6,000* TON $_______

1004AA PLACE 12” PIT RUN ROCK

1005AA PLACE MINUS 3” FILL MATERIAL

1006 RAIN ROCK 2,000* TON $_______

1006AA PLACE DRAIN ROCK 2,000* TON $_______

1007 MINUS 1” FILL MATERIAL

1,000* TON $_______

1007AA PLACE MINUS 1” FILL 1,000* TON $_______

1008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

1010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

1010AB CAT D-6, OR EQUAL 80* HOUR $_______

1010AC CAT D-8, OR EQUAL 80* HOUR $_______

1010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

1010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

1010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

1010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

1010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

00010AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______

(SAN JOAQUIN OPTION 1 PERIOD ITEMS 1001 THRU 1012AA)

OPTION 2 -(365 CALENDAR DAYS FROM EXERCISE OF OPTION 2)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

5,000* TON $_______

2001AA HAUL DERRICK STONE 5,000* TON $_______

2001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

2001AC PLACE DERRICK STONE USING 80d DRAGLINE, OR EQUAL

2003 MINUS 18” QUARRY ROCK

2003AA PLACE MINUS 18” QUARRY ROCK FROM LEVEE

6,000* TON $_______

2004 MINUS 12” PIT RUN ROCK

6,000* TON $_______

2004AA PLACE 12” PIT RUN ROCK

2005AA PLACE MINUS 3” FILL MATERIAL

2006AA PLACE DRAIN ROCK 2,000* TON $_______

2007 MINUS 1” FILL MATERIAL

1,000* TON $_______

2007AA PLACE MINUS 1” FILL 1,000* TON $_______

2008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

2010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

2010AB CAT D-6, OR EQUAL 80* HOUR $_______

2010AC CAT D-8, OR EQUAL 80* HOUR $_______

2010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

2010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

2010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

2010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

2010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

(SAN JOAQUIN OPTION 2 PERIOD ITEMS 2001 THRU 2012AA)

OPTION 3 -(365 CALENDAR DAYS FROM EXERCISE OF OPTION 3)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN

THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

OPTIONS MAY BE EXERCISED SOLELY AT THE DISCRETION OF THE GOVERNMENT.

ITEMS OF EQUIPMENT, MATERIAL AND/OR SERVICES NOT LISTED IN THE PRICING SCHEDULE

AND NECESSARY FOR EXECUTION OF AN INDIVIDUAL TASK ORDER WILL BE ADDED AND

NEGOTIATED UNDER THAT TASK ORDER; THE VALUE OF THE ADDED EQUIPMENT, MATERIAL

AND/OR SERVICES SHALL NOT EXCEED 10 PERCENT OF THE VALUE OF THAT TASK ORDER.

LINE

5,000* TON $_______

3001AA HAUL DERRICK STONE 5,000* TON $_______

3001AB PLACE DERRICK STONE FROM LEVEE

5,000* TON $_______

3001AC PLACE DERRICK STONE USING 80d DRAGLINE, OR EQUAL

3003 MINUS 18” QUARRY ROCK

3003AA PLACE MINUS 18” QUARRY ROCK FROM LEVEE

6,000* TON $_______

3004 MINUS 12” PIT RUN ROCK

6,000* TON $_______

3004AA PLACE 12” PIT RUN ROCK

3005AA PLACE MINUS 3” FILL MATERIAL

3006AA PLACE DRAIN ROCK 2,000* TON $_______

3007 MINUS 1” FILL MATERIAL

1,000* TON $_______

3007AA PLACE MINUS 1” FILL 1,000* TON $_______

3008 MINUS 1 1/2” AGGREGATE BASE

3,000* TON $_______

3010AA 10-WHEELED DUMP TRUCK

600* HOUR $_______

3010AB CAT D-6, OR EQUAL 80* HOUR $_______

3010AC CAT D-8, OR EQUAL 80* HOUR $_______

3010AD EXCAVATOR, CAT 235 OR EQUAL

80* HOUR $_______

3010AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY

80* HOUR $_______

3010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL

80* HOUR $_______

3010AG WATER TRUCK, 3000-4000 GALLON CAPACITY

80* HOUR $_______

3010AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP

80* HOUR $_______

(SAN JOAQUIN OPTION 3 PERIOD ITEMS 3001 THRU 3012AA)

REGION 3 “GRAND PROJECTED TOTAL” (BASE + OPTION PERIODS) PRICE-

1. Prices must be submitted on all individual items of this Pricing Schedule. Failure to do so may be cause for rejection of bids.

2. If a modification to a price based on unit price is submitted which provides for a lump sum adjustment to the total estimated price, the applications of the lump sum adjustment to each unit price in the Pricing Schedule must be stated. If it is not stated, the bidder/offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the Pricing Schedule.

3. The bidder/offeror shall distribute his indirect costs (overhead, profit, bond, etc.) over all the items in the Pricing Schedule. The Government will review all submitted Pricing Schedules for any unbalancing of the items. Any submitted Pricing Schedule determined to be unbalanced may be considered nonresponsive and cause the bidder to be ineligible for award.

7. Notwithstanding any other provisions of this solicitation, the award will be made to the lowest responsible and responsive bidder(s) for either REGION 1, REGION 2, or REGION 3 whichever is in the best interest of the Government. Bidders may submit prices on a single Region only or any combination of Regions.

8. Davis-Bacon Act Wage Determinations for Option Periods

a. Upon exercise of an option to extend the term of the contract, the most current Davis-Bacon Act wage determination(s) from the same schedule(s) as the wage determination(s) incorporated into the original contract will be incorporated into the modified contract.

b. In accordance with FAR 52.222-30, Davis-Bacon Act—Price Adjustment (None or Separately Specified Pricing Method), provided in full text in Section 00700, no adjustments in contract price will be made as a result of incorporation of the new wage determination(s). The solicitation provides the opportunity to bid or propose separate prices for each option period. The option prices may include an amount to cover estimated increases.

c. For indefinite delivery type contracts, the wage determination incorporated into the contract at the exercise of the option will be incorporated into task orders issued during that option period. The wage determination will be effective for the complete period of performance of those task orders without further revision.

10. EFARS 52.214-5000 ARITHMETIC DISCREPANCIES

(a) For the purpose of initial evaluation of bids, the following will be utilized in the resolving arithmetic discrepancies found on the face of Pricing Schedule as submitted by the bidder:

(1) Obviously misplaced decimal points will be corrected;

(2) Discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected;

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends the bid to be evaluated on basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

11. The quantities on the pricing schedule are estimated yearly projected amounts for each contract line item. These projected quantities are for bidding purposes only. They are estimated quantities. The “Variation in Estimated Quantities” clause does apply to these line items.

12. The unit prices for the contract line item numbers (CLINs) on the Pricing Schedule are firm, fixed prices. These firm, fixed unit prices will govern regardless of quantities ordered under any subsequent task order(s).

13. The “Subtotal Projected Price” for the base period for each Region will be the “Bid Price” for purposes of determining the amount of the bid guarantee.

14. The “Grand Total Projected Price” for each Region will be used only for the purpose of determining the low bidder in accordance with FAR 52.217-5.

(End of Summary of Changes)

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EMERGENCY LEVEE REPAIRS 1586

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 AVAILABILITY AND USE OF UTILITY SERVICES

1.1.1 Sanitation

1.1.2 Utilities

1.2 BULLETIN BOARD AND HARDHAT SIGNS

1.2.1 Bulletin Board

1.2.2 Hard Hat Sign

1.2.3 K-Rail/Jersey Barriers

1.3 PROTECTION AND MAINTENANCE OF TRAFFIC

1.3.1 Roads

1.3.2 Barricades

1.4 HOUSEKEEPING AND CLEANUP

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

01 50 02 - 1 Amendment 0003

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 AVAILABILITY AND USE OF UTILITY SERVICES

1.1.1 Sanitation

The Contractor shall provide and maintain portable field-type sanitary facilities within the construction area.

1.1.2 Utilities

Costs for all utilities (phone, power and water) at the construction area are the responsibility of the contractor.

1.2 BULLETIN BOARD AND HARDHAT SIGNS

1.2.1 Bulletin Board

Immediately upon beginning of work, the Contractor shall display in a conspicuous place accessible to all employees within the construction area the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract and Wage Rate Information poster.

1.2.2 Hard Hat Sign

Prior to commencement or work, the Contractor shall construct and erect 2 hard hat signs at the upstream and downstream limits of the construction area. The signs shall conform to the requirements of the drawings attached at the end of this section.

1.2.3 K-Rail/Jersey Barriers

K-Rail/Jersey Barriers shall be in standard lengths of 20 feet and meet industry specifications for both material and construction. Payment for each unit shall include costs associated with the barrier, delivery, placement, relocation or handling on-site as necessary during the period of the task order and removal from the site.

1.3 PROTECTION AND MAINTENANCE OF TRAFFIC

1.3.1 Roads

The Contractor shall maintain a safe flow of traffic on all affected roads within the construction area. Measures for the protection and diversion of traffic, including the provision of flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, shall be as required by the authorities having jurisdiction for that area.

The traveling public shall be protected from damage to person and property.

The Contractor's traffic on roads selected for hauling material to and from the site shall interact as little as possible with public traffic. The Contractor shall investigate the condition and load limits of existing roads and notify the contracting officer of any inadequacies prior to

01 50 02 - 2 commencement of work.

1.3.2 Barricades

The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. Barricades shall be securely placed, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

1.4 HOUSEKEEPING AND CLEANUP

Pursuant to the requirements of paragraph, CLEANING UP, and paragraph, ACCIDENT PREVENTION, of the CONTRACT CLAUSES, Section 00700 the Contractor shall assign sufficient personnel to insure strict compliance. The Contractor shall keep the construction area and access ways free of debris and obstructions at all times. At least once each day, all areas shall be checked by the Contractor for compliance with the above requirement.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

01 50 02 - 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 05

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 TEMPORARY ELECTRIC WIRING

1.3 EXISTING UTILITIES

1.4 GENERAL SAFETY REQUIREMENTS

1.5 PERMITS

1.6 EQUIPMENT DATA FORM

1.7 PAYMENT

1.8 NON CONTRACT WORK

1.9 DAMAGE TO EXISTING ROADS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

01 50 05 - 1

SECTION 01 50 05

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2003) Safety -- Safety and Health Requirements

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1904.5 Determination of work-relatedness

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 TEMPORARY ELECTRIC WIRING

a. Temporary Power and Lighting

The Contractor shall provide construction power facilities in accordance with the safety requirements of the National Electrical Code NFPA No. 70 and the SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1. All work shall be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

b. Construction Equipment

In addition to the requirements of EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS, all temporary wiring conductors used for operation of construction tools and equipment shall be either Type TW or THW contained in metal raceways or multi-conductor cord. Temporary wiring shall be secured above the ground or along the ground in a workmanlike manner and shall not present an obstacle to persons or subject to damage by vehicles or equipment.

c. Circuit Protection

In addition to requirements in EM 385-1-1 and the National Electrical Code, all 15 and 20-ampere receptacle outlets used for obtaining power during construction shall have ground fault circuit interrupters (GFCI) for personnel protection. The Contracting Officer may allow an exception to this requirement for circuits for circuits operating at other than 60 Hertz

01 50 05 - 2 normal(in both cases an assured grounding program as described in the National Electrical Code may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets shall have GFCI'S, and shall be properly grounded. A testing means shall be provided which will impose a measured fault of 5 milliampere, plus or minus 1 milliampere, and result in tripping the GFCI unit.

1.3 EXISTING UTILITIES

Care shall be taken to preserve and protect pole lines, signs, pipelines and existing improvements form damage during construction operations. The Contractor shall verify the location of any buried utilities within the work area. The Contractor shall assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through his operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the contract will be made under the applicable CONTRACT CLAUSES, Section 00700.

1.4 GENERAL SAFETY REQUIREMENTS

a. General

The Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, (see Contract Clauses, Section 00700, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926; General Industry Standards 29 CFR 1910; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

b. Contractor's superintendent

The Contractor's superintendent shall take an active role in enforcing the safety requirements by participation in safety conferences, job hazard analysis, tool box meetings, walk-through inspections, correction of violations, etc.

c. Job Hazard Analysis

The Contractor shall perform and submit a job hazard analysis of the effort associated with an emergency levee repair prior to the pre-construction meeting (Section 01 45 04, paragraph 3.3). The analysis shall include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and shall identify proposed methods and techniques of accomplishing each phase in a safe manner. The Prime Contractor's superintendent shall take active participation in the Job Hazard Analysis, including the subcontractors' work. Prior to start of actual work a meeting shall be held with Prime Contractor, Government, and affected subcontractor to review the Job Hazard Analysis. In addition, job site meetings shall be held to indoctrinate foreman and workers on details of this analysis.

d. Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action shall be taken as directed, and at the discretion of the Contracting Officer the retention or

01 50 05 - 3 some part thereof will be withheld from the progress payment until corrective action has been completed.

e. Fire Prevention

Twenty-four hours notice shall be given to the Contracting Officer prior to conducting any hazardous operation. Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles shall be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles shall be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the floor shall be tight to prevent sparks from going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. Other fire prevention precautions shall be in accordance with the latest National Fire Codes.

f. Recordkeeping/Reporting Requirements

On all contract operations, the Prime Contractor shall be responsible for recording and reporting all accident exposure and experience incident work.

(This includes exposure and experience of the prime contractor and his/her sub-contractor(s)). As a minimum these records shall include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 200 or state equivalent as prescribed by 29 CFR 1904.5) Reference EM 385-1-1, 01.D.04.

g. Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, the Prime Contractor will submit at the 50% point and 100% of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors. The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports.

1.5 PERMITS

General

Reference is made to the article of the contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits for acquisition and/or transport of equipment and material to and from the project site and for maintenance and operation of that equipment in execution of the project scope of work..

1.6 EQUIPMENT DATA FORM

In conjunction with paragraph, 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00800, the Contractor shall furnish CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and shall submit these forms with the modification proposals. A sample form is at the end of this section.

1.7 PAYMENT

No separate payment will be made for the work covered under this section

01 50 05 - 4 and all costs in connection therewith will be considered a subsidiary obligation of the Contractor

1.8 NON CONTRACT WORK

The Contractor and/or his subcontractors shall not perform any work or erect any structure for third parties, landowners or otherwise, within the limits of the rights-of-way without prior approval of the Contracting Officer.

1.9 DAMAGE TO EXISTING ROADS

The Contractor shall preserve and protect all existing private and public roads. At the completion of work and prior to the Contractor leaving the project, he shall restore to pre-project conditions all such roads. Repairs shall include replacement of base rock and/or surface treatment as required.

Prior to de-mobilization, the contractor and Government shall conduct a joint inspection of all access routes to identify the condition of the routes. The contractor shall then submit for approval a plan for restoration of those routes to pre-construction conditions.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

01 50 05 - 5

DIVISION 31 - EARTHWORK

SECTION 31 05 19

GEOTEXTILE

PART 1 GENERAL

1.1 REFERENCES

1.2 MEASUREMENT

1.3 PAYMENT

1.4 SUBMITTALS

1.5 DELIVERY, STORAGE AND HANDLING

1.5.1 Delivery

1.5.2 Storage

1.5.3 Handling

PART 2 PRODUCTS

2.1 RAW MATERIALS

2.1.1 Geotextile

2.1.2 Thread

2.2 MANUFACTURING QUALITY CONTROL SAMPLING AND TESTING

PART 3 EXECUTION

3.1 QUALITY ASSURANCE SAMPLES AND TESTS

3.1.1 Quality Assurance Samples

3.1.2 Quality Assurance Tests

3.2 INSTALLATION

3.2.1 Subgrade Preparation

3.2.2 Placement

3.3 SEAMS

3.3.1 Overlap Seams

3.3.2 Sewn Seams

3.4 PROTECTION

3.5 REPAIRS

3.6 PENETRATIONS

3.7 COVERING

-- End of Section Table of Contents --

31 05 19 - 1

SECTION 31 05 19

GEOTEXTILE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D 4354 (1999) Sampling of Geosynthetics for Testing

ASTM D 4355 (2002) Deterioration of Geotextiles from Exposure to Light, Moisture and Heat in a Xenon-Arc Type Apparatus

ASTM D 4439 (2004) Geosynthetics

ASTM D 4533 (2004) Trapezoid Tearing Strength of Geotextiles

ASTM D 4632 (1991; R 2003) Grab Breaking Load and Elongation of Geotextiles

ASTM D 4716 (2004) Determining the (in-plane) Flow Rate per Unit Width and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head.

ASTM D 4751 (2004) Determining Apparent Opening Size of a Geotextile

ASTM D 4759 (2002) Determining the Specification Conformance of Geosynthetics

ASTM D 4833 (2000e1) Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products

ASTM D 4873 (2002) Identification, Storage, and Handling of Geosynthetic Rolls and Samples

1.2 MEASUREMENT

No separate measurement for payment will be made for geotextile. Unit of measure shall be square yards of material placed.

1.3 PAYMENT

No separate payment will be made for geotextile.