08-B-0005-AM09.pdf
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- Solicitation number
- W91238-08-B-0005
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W91238-08-B-0005 Amendment 0009
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| File | Type | Posted |
|---|---|---|
| 08-B-0005-AM08.pdf | ||
| 08-B-0005-AM08-CONFORMED.pdf | ||
| 08-B-0005-AM08.pdf | ||
| 08-B-0005-AM07.pdf | ||
| Emerg Levee-Amend 6.pdf | ||
| Emerg Levee Amend 5.pdf | ||
| Emerg Levee Amend 5-Change Pages.pdf | ||
| Emerg Levee Amend 4.pdf | ||
| 08-B-0005-AM3Conformed.pdf | ||
| 08-B-0005-AM3.pdf | ||
| 08-B-0005-Am2.pdf | ||
| 08-B-0005-Am1Conformed.pdf | ||
| 08-B-0005-Am1.pdf | ||
| W91238-08-B-0005.pdf |
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14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PROJECT: EMERGENCY LEVEE REPAIRS; REGION 1 (SACRAMENTO RIVER), REGION 2 (DELTA BASIN), AND REGION
3 (JAN JOAQUIN RIVER); SACRAMENTO/SAN JOAQUIN RIVERS AND DELTA BASIN, CALIFORNIA
See continuation page for changes to SECTION 00010, PRICING SCHED, SECTION 01 50 02 and SECTION 35 41 00.
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
MODIFICATION OF CONTRACTS/ORDER
NO.
E. IMPORTANT: Contractor
15B. CONTRACTOR/OFFEROR
is not, copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer tended.
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 submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDG- MENT 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.
is extended, B.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CON-
TRACT ORDER NO. IN ITEM 10A.
2. AMENDMENT/MODIFICATION NO.
6. ISSUED BY
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
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.
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) is required to sign this document and return
15A. NAME AND TITLE OF SIGNER (Type or print)
PAGE OF PAGES 1. CONTRACT ID CODE
5. PROJECT NO. (If applicable) 4. REQUISITION/PURCHASE REQ. NO. 3. EFFECTIVE DATE
7. ADMINISTERED BY (If other than Item 6)
15C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16B. UNITED STATES OF AMERICA
BY
16C. DATE SIGNED
9A. AMENDMENT OF SOLICITATION NO.
9B. DATED (SEE ITEM 11)
10B. DATED (SEE ITEM 13)
CODE CODE
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.
is not ex-copies to the issuing office.
NSN 7540-01-152-8070
PREVIOUS EDITION UNUSABLE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
(Signature of person authorized to sign) (Signature of Contracting Officer)
USAPPC V2.00
10A.
30-105-02
See Item 6USACE SACRAMENTO DISTRICT
ATTN: CONTRACTING DIVISION
1325 J STREET-ROOM 878
SACRAMENTO CA 95814-2922
CODE
FACILITY CODE
J 1 37
0009 26-January-2009 SPEC. NO. 1586
W91238-08-B-0005
24-Oct-2008
W91238-08-B-0005
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00010 - SOLICITATION CONTRACT FORM
The required response date/time has changed from 27-Jan-2009 01:00 PM to 12-Feb-2009 01:00 PM.
The following have been added by full text:
AMD 0009 REVISED PRICING SCHED
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
NO. DESCRIPTION QUANTITY MEASURE PRICE TOTAL
PURCHASE, HAUL & PLACE DERRICK STONE FROM LEVEE
0001 DERRICK STONE 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
0004 MINUS 12” PIT RUN ROCK
0004AA PLACE 12” PIT RUN ROCK
6,000* TON $_______ $____________
0005 MINUS 6” ROCK 2,000* TON $_______ $____________
0005AA PLACE MINUS 6” ROCK 2,000* TON $_______ $____________
0006 MINUS 3” FILL MATERIAL
2,000* TON $_______ $____________
0006AA PLACE MINUS 3” FILL MATERIAL
2,000* TON $_______ $____________
0007 DRAIN ROCK 2,000* TON $_______ $____________
0007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
0008 MINUS 1” FILL MATERIAL
1,000* TON $_______ $____________
0008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
0009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
0009AA PLACE 3/4” 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
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 $_______ $____________
CLEARING, GRUBBING AND STRIPPING
0013 CLEARING 5* ACRES $_______ $____________
0014 GRUBBING 5* ACRES $_______ $____________
0015 STRIPPING 5* ACRES $_______ $____________
SUBTOTAL PROJECTED PRICE $____________
(BASIC CONTRACT PERIOD ITEMS 0001 THRU 0015)
*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 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
6,000* TON $_______ $____________
1005 MINUS 6” ROCK 2,000* TON $_______ $____________
1005AA PLACE MINUS 6” ROCK 2,000* TON $_______ $____________
1006 MINUS 3” FILL MATERIAL
2,000* TON $_______ $____________
1006AA PLACE MINUS 3” FILL MATERIAL
2,000* TON $_______ $____________
1007 DRAIN ROCK 2,000* TON $_______ $____________
1007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
1008 MINUS 1” FILL MATERIAL
1,000* TON $_______ $____________
1008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
1009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
1009AA PLACE 3/4” 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
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
1013 CLEARING 5* ACRES $_______ $____________
1014 GRUBBING 5* ACRES $_______ $____________
1015 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 1: ITEMS 1001 THRU 1015)
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 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
6,000* TON $_______ $____________
2005 MINUS 6” ROCK 2,000* TON $_______ $____________
2005AA PLACE MINUS 6” ROCK 2,000* TON $_______ $____________
2006 MINUS 3” FILL MATERIAL
2006AA PLACE MINUS 3” FILL MATERIAL
2,000* TON $_______ $____________
2007 DRAIN ROCK 2,000* TON $_______ $____________
2007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
2008 MINUS 1” FILL MATERIAL
1,000* TON $_______ $____________
2008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
2009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
2009AA PLACE 3/4” 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
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
2013 CLEARING 5* ACRES $_______ $____________
2014 GRUBBING 5* ACRES $_______ $____________
2015 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 2: ITEMS 2001 THRU 2015)
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 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
6,000* TON $_______ $____________
3005 MINUS 6” ROCK 2,000* TON $_______ $____________
3005AA PLACE MINUS 6” ROCK 2,000* TON $_______ $____________
3006 MINUS 3” FILL MATERIAL
3006AA PLACE MINUS 3” FILL MATERIAL
2,000* TON $_______ $____________
3007 DRAIN ROCK 2,000* TON $_______ $____________
3007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
3008 MINUS 1” FILL MATERIAL
1,000* TON $_______ $____________
3008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
3009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
3009AA PLACE 3/4” 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
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
3013 CLEARING 5* ACRES $_______ $____________
3014 GRUBBING 5* ACRES $_______ $____________
3015 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 3: ITEMS 3001 THRU 3015)
REGION 1 “GRAND PROJECTED TOTAL” $__________________________
(BASE + OPTION PERIODS)
PRICING SCHEDULE: REGION 2 (Delta Region)
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
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 $_______ $____________
0005 MINUS 6” ROCK 2,000* TON $_______ $____________
0005AA PLACE MINUS 6” ROCK 2,000* TON $_______ $____________
0006 MINUS 3” FILL MATERIAL
0006AA PLACE MINUS 3” FILL MATERIAL
0007 DRAIN ROCK 2,000* TON $_______ $____________
0007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
0008 MINUS 1” FILL MATERIAL 1,000* TON $_______ $____________
0008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
0009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
0009AA PLACE 3/4” AGGREGATE BASE
PURCHASE, HAUL & PLACE ROCK FROM BARGE
0010 MOBILIZATION/DEMOBILIZATION
OF BARGE CRANE 1* LS $_______ $____________
0010AA MINUS 18” QUARRY ROCK PLACED FROM BARGE
0010AB MOVE BARGE CRANE 100* HOUR $_______ $____________
0011 CAT 966F, OR EQUAL 500* HOUR $_______ $____________
0011AA 10-WHEELED DUMP TRUCK
600* HOUR $_______ $____________
0011AB CAT D-6, OR EQUAL 80* HOUR $_______ $____________
0011AC CAT D-8, OR EQUAL 80* HOUR $_______ $____________
0011AD EXCAVATOR, CAT 235 OR EQUAL
80* HOUR $_______ $____________
0011AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY
80* HOUR $_______ $____________
0011AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL
80* HOUR $_______ $____________
0011AG WATER TRUCK, 3000-4000 GALLON CAPACITY
80* HOUR $_______ $____________
0011AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP
0011AI LIGHT PLANT, 5 KW 50* DAILY $_______ $____________
0011AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______ $____________
00012 SURVEY CREW W/EQUIPMENT 1* DAILY $_______ $____________
0012AA FLAGMAN 200* HOUR $_______ $____________
0013 GEOTEXTILE FABRIC 15,000* SY $_______ $____________
0013AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
0014 CLEARING 5* ACRES $_______ $____________
0015 GRUBBING 5* ACRES $_______ $____________
0016 STRIPPING 5* ACRES $_______ $____________
(BASIC CONTRACT PERIOD: ITEMS 0001 THRU 0016)
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
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 $_______ $____________
1007 DRAIN ROCK 2,000* TON $_______ $____________
1007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
1008 MINUS 1” FILL MATERIAL 1,000* TON $_______ $____________
1008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
1009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
1010 MOBILIZATION/DEMOBILIZATION
OF BARGE CRANE 1* LS $_______ $____________
1010AA MINUS 18” QUARRY ROCK PLACED FROM BARGE
1010AB MOVE BARGE CRANE 100* HOUR $_______ $____________
1011 CAT 966F, OR EQUAL 500* HOUR $_______ $____________
1011AA 10-WHEELED DUMP TRUCK
600* HOUR $_______ $____________
1011AB CAT D-6, OR EQUAL 80* HOUR $_______ $____________
1011AC CAT D-8, OR EQUAL 80* HOUR $_______ $____________
1011AD EXCAVATOR, CAT 235 OR EQUAL
80* HOUR $_______ $____________
1011AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY
80* HOUR $_______ $____________
1010AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL
80* HOUR $_______ $____________
1011AG WATER TRUCK, 3000-4000 GALLON CAPACITY
80* HOUR $_______ $____________
1011AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP
1011AI LIGHT PLANT, 5 KW 50* DAILY $_______ $____________
1011AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______ $____________
1012 SURVEY CREW W/EQUIPMENT 1* DAILY $_______ $____________
1012AA FLAGMAN 200* HOUR $_______ $____________
1013 GEOTEXTILE FABRIC 15,000* SY $_______ $____________
1013AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
1014 CLEARING 5* ACRES $_______ $____________
1015 GRUBBING 5* ACRES $_______ $____________
1016 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 1: ITEMS 1001 THRU 1016)
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
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 $_______ $____________
2007 DRAIN ROCK 2,000* TON $_______ $____________
2007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
2008 MINUS 1” FILL MATERIAL 1,000* TON $_______ $____________
2008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
2009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
2010 MOBILIZATION/DEMOBILIZATION
OF BARGE CRANE 1* LS $_______ $____________
2010AA MINUS 18” QUARRY ROCK PLACED FROM BARGE
2010AB MOVE BARGE CRANE 100* HOUR $_______ $____________
2011 CAT 966F, OR EQUAL 500* HOUR $_______ $____________
2011AA 10-WHEELED DUMP TRUCK
600* HOUR $_______ $____________
2011AB CAT D-6, OR EQUAL 80* HOUR $_______ $____________
2011AC CAT D-8, OR EQUAL 80* HOUR $_______ $____________
2011AD EXCAVATOR, CAT 235 OR EQUAL
80* HOUR $_______ $____________
2011AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY
80* HOUR $_______ $____________
2011AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL
80* HOUR $_______ $____________
2011AG WATER TRUCK, 3000-4000 GALLON CAPACITY
80* HOUR $_______ $____________
2011AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP
2011AI LIGHT PLANT, 5 KW 50* DAILY $_______ $____________
2011AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______ $____________
2012 SURVEY CREW W/EQUIPMENT 1* DAILY $_______ $____________
2012AA FLAGMAN 200* HOUR $_______ $____________
2013 GEOTEXTILE FABRIC 15,000* SY $_______ $____________
2013AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
2014 CLEARING 5* ACRES $_______ $____________
2015 GRUBBING 5* ACRES $_______ $____________
2016 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 2: ITEMS 2001 THRU 2016)
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
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 $_______ $____________
3007 DRAIN ROCK 2,000* TON $_______ $____________
3007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
3008 MINUS 1” FILL MATERIAL 1,000* TON $_______ $____________
3008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
3009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
3010 MOBILIZATION/DEMOBILIZATION
OF BARGE CRANE 1* LS $_______ $____________
3010AA MINUS 18” QUARRY ROCK PLACED FROM BARGE
3010AB MOVE BARGE CRANE 100* HOUR $_______ $____________
3011 CAT 966F, OR EQUAL 500* HOUR $_______ $____________
3011AA 10-WHEELED DUMP TRUCK
600* HOUR $_______ $____________
3011AB CAT D-6, OR EQUAL 80* HOUR $_______ $____________
3011AC CAT D-8, OR EQUAL 80* HOUR $_______ $____________
3011AD EXCAVATOR, CAT 235 OR EQUAL
80* HOUR $_______ $____________
3011AE COMPACTOR, SMOOTH DRUM, 8-10 TON, VIBRATORY
80* HOUR $_______ $____________
00011AF COMPACTOR, SHEEPSFOOT, CAT 825 OR EQUAL
80* HOUR $_______ $____________
3011AG WATER TRUCK, 3000-4000 GALLON CAPACITY
80* HOUR $_______ $____________
3011AH POWER BROOM, 5-8 FOOT BROOM WIDTH, CAPABLE OF WET SWEEP
3011AI LIGHT PLANT, 5 KW 50* DAILY $_______ $____________
3011AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______ $____________
3012 SURVEY CREW W/EQUIPMENT 1* DAILY $_______ $____________
3012AA FLAGMAN 200* HOUR $_______ $____________
3013 GEOTEXTILE FABRIC 15,000* SY $_______ $____________
3013AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
3014 CLEARING 5* ACRES $_______ $____________
3015 GRUBBING 5* ACRES $_______ $____________
3016 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 3: ITEMS 3001 THRU 3016)
REGION 2 “GRAND PROJECTED TOTAL” $__________________________
PRICING SCHEDULE: REGION 3(SAN JOAQUIN)
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
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
6,000* TON $_______ $____________
0005 MINUS 6” ROCK 2,000* TON $_______ $____________
0005AA PLACE MINUS 6” ROCK 2,000* TON $_______ $____________
0006 MINUS 3” FILL MATERIAL
0005A PLACE MINUS 3” FILL MATERIAL
2,000* TON $_______ $____________
0007 DRAIN ROCK 2,000* TON $_______ $____________
0007A PLACE DRAIN ROCK 2,000* TON $_______ $____________
0008 MINUS 1” FILL MATERIAL
1,000* TON $_______ $____________
0008A PLACE MINUS 1” FILL 1,000* TON $_______ $____________
0009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
0009A PLACE 3/4” AGGREGATE BASE
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 $_______ $____________
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 $_______ $____________
0010AI LIGHT PLANT, 5 KW 50* DAILY $_______ $____________
0010AJ K-RAIL/JERSEY BARRIER EACH* DAILY $_______ $____________
0011 SURVEY CREW W/EQUIPMENT 1* DAILY $_______ $____________
0011AA FLAGMAN 200* HOUR $_______ $____________
0012 GEOTEXTILE FABRIC 15,000* SY $_______ $____________
0012AA 4FT ORANGE SAFETY FENCE W/U-SHAPED STAKES
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
0013 CLEARING 5* ACRES $_______ $____________
0014 GRUBBING 5* ACRES $_______ $____________
0015 STRIPPING 5* ACRES $_______ $____________
(BASE CONTRACT PERIOD ITEMS 0001 THRU 0015)
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
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
6,000* TON $_______ $____________
2,000* TON $_______ $____________
1007 RAIN ROCK 2,000* TON $_______ $____________
1007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
1008 MINUS 1” FILL MATERIAL
1,000* TON $_______ $____________
1008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
1009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
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
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
1013 CLEARING 5* ACRES $_______ $____________
1014 GRUBBING 5* ACRES $_______ $____________
1015 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 1: ITEMS 1001 THRU 1015)
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
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
6,000* TON $_______ $____________
2,000* TON $_______ $____________
2007 DRAIN ROCK 2,000* TON $_______ $____________
2007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
2008 MINUS 1” FILL MATERIAL
1,000* TON $_______ $____________
2008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
2009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
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
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
2013 CLEARING 5* ACRES $_______ $____________
2014 GRUBBING 5* ACRES $_______ $____________
2015 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 2: ITEMS 2001 THRU 2015)
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
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
6,000* TON $_______ $____________
2,000* TON $_______ $____________
3007 DRAIN ROCK 2,000* TON $_______ $____________
3007AA PLACE DRAIN ROCK 2,000* TON $_______ $____________
3008 MINUS 1” FILL MATERIAL
1,000* TON $_______ $____________
3008AA PLACE MINUS 1” FILL 1,000* TON $_______ $____________
3009 3/4” AGGREGATE BASE
3,000* TON $_______ $____________
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
1,000* LF $_______ $____________
CLEARING, GRUBBING AND STRIPPING
3013 CLEARING 5* ACRES $_______ $____________
3014 GRUBBING 5* ACRES $_______ $____________
3015 STRIPPING 5* ACRES $_______ $____________
(OPTION PERIOD 3: ITEMS 3001 THRU 3015)
REGION 3 “GRAND PROJECTED TOTAL” $__________________________
(End of Summary of Changes)
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 CONSTRUCTION AND MAINTENANCE OF HAUL ROADS
1.5 HOUSEKEEPING AND CLEANUP
PART 2 PRODUCTS (NOT APPLICABLE)
PART 3 EXECUTION (NOT APPLICABLE)
-- End of Section Table of Contents --
01 50 02 - 1 Amendment 0009
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 CONSTRUCTION AND MAINTENANCE OF HAUL ROADS
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 commencement of work. Haul roads shall be located and constructed as shown on the site plans and as approved by the contracting officer. Payment for construction and maintenance shall be at the contract unit prices for any materials and effort required under the task order.
1.5 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
SECTION TABLE OF CONTENTS
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
SECTION 35 41 00
LEVEE CONSTRUCTION FOR EMERGENCY REPAIR
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 Clearing
1.2.2 Grubbing
1.2.3 Stripping
1.2.4 Satisfactory Materials
1.2.5 Unsatisfactory Materials
1.2.6 Excavation
1.2.7 Classification of Soils
1.2.7.1 Cohesionless and Cohesive Materials
1.2.8 Degree of Compaction
1.2.9 Landside Seepage Berm
1.2.9.1 Drain Rock
1.2.9.2 Bedding Material
1.2.10 Minus 18-Inch Quarry Rock
1.2.11 Minus 12-Inch Pit Run Rock
1.2.12 Derrick Stone
1.2.13 Aggregate Base
1.3 SUBMITTALS
1.4 MEASUREMENT AND PAYMENT
1.4.1 Clearing, Grubbing, and Stripping
1.4.1.1 Payment
1.4.1.2 Measurement
1.4.2 Stone, Rock, Filter Sand, Aggregate
1.4.2.1 Payment For Stone, Rock, Filter Sand, Aggregate
1.4.2.2 Measurement of Stone, Rock, Filter Sand, Aggregate
1.4.3 Weighbills and Delivery Tickets
1.5 SYSTEM DESCRIPTION
1.6 GENERAL CONDITIONS
1.6.1 Conduct of the Work
1.6.2 Stockpiling
1.6.3 Drainage Requirements
1.7 REGULATORY REQUIREMENTS
1.8 PROJECT SITE CONDITIONS
1.8.1 Protection of Cultural and Natural Resources
1.8.2 Protection of Man-Made Facilities and Natural Features
PART 2 PRODUCTS
2.1 Drain Rock
2.2 MINUS 18-INCH QUARRY ROCK
2.3 DERRICK STONE
2.4 MINUS 12-INCH PIT RUN ROCK
2.5 MINUS 6-INCH ROCK (Bridging Material)
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2.6 MINUS 3-INCH FILL MATERIAL
2.7 MINUS 1-INCH MATERIAL
2.8 AGGREGATE BASE
PART 3 EXECUTION
3.1 CLEARING
3.2 GRUBBING
3.3 STRIPPING
3.4 DISPOSITION OF CLEARED, GRUBBED, AND STRIPPED MATERIAL
3.5 STOCKPILES
3.6 MAINTENANCE OF WORK
3.6.1 Debris Removal
3.6.2 Surface Drainage of Completed Areas
3.7 PLACEMENT AND SPREADING
3.7.1 General
3.7.1.1 Gradation and Distribution
3.7.2 Equipment Traffic
3.7.3 Placement of Fill Material Near Utilities
3.8 FIELD QUALITY CONTROL
3.8.1 General
3.8.2 Clearing, Grubbing, and Stripping
3.8.2.1 Clearing
3.8.2.2 Grubbing
3.8.2.3 Stripping
3.8.3 Reporting
3.9 LANDSIDE SEEPAGE BERM (OPTIONAL)
3.9.1 Subgrade Preparation
3.9.2 Placement and Compaction of Filter Sand and Drain Rock
3.9.3 Placement of Geotextile and Aggregate Base Course
-- End of Section Table of Contents --
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SECTION 35 41 00
LEVEE CONSTRUCTION FOR EMERGENCY REPAIR
PART 1 GENERAL
Earthwork requirements are included in this section for levee emergency repair.
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 2487 (2006) Soils for Engineering Purposes (Unified Soil Classification System)
ASTM D 3740 (2004a; e1 2007) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
ASTM D 698 (2007e1) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/cu. ft. (600 kN-m/cu. m.))
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2003) Safety -- Safety and Health Requirements
STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CDT)
CDT CM (2001) Construction Manual
1.2 DEFINITIONS
1.2.1 Clearing
Clearing shall consist of the removal and satisfactory disposal of trees, downed timber, snags, slash, brush, garbage, trash, debris, fencing, and other items occurring within the work limits shown on the drawings.
1.2.2 Grubbing
Grubbing shall consist of the removal and satisfactory disposal of stumps, roots larger than 1 inch in diameter, and matted roots from the designated grubbing areas. Grubbing also includes filling of holes from the grubbing operation.
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1.2.3 Stripping
Stripping shall consist of the removal and satisfactory disposal of crops, weeds, grass, and other vegetative materials at the ground surface and topsoil to a depth of 6 inches or as shown on the drawings. Stripping shall also include the limited amount of excavation required to prepare the damaged site for the placement of levee fill or filter sand as shown on the construction drawings.
1.2.4 Satisfactory Materials
Satisfactory materials for levee fill shall consist of materials classified in accordance with ASTM D 2487 as CL, CL-ML, SC, and SM and shall be free from: roots and other organic matter; contamination from hazardous, toxic or radiological substances; trash, debris; and frozen materials. Not all satisfactory materials can be used in levee. Only the satisfactory materials stated above, meeting the additional or modified requirements of paragraph TYPES OF FILL MATERIALS, can be used for levee construction.
1.2.5 Unsatisfactory Materials
Unsatisfactory materials shall not be used in any levee or other required fill. Unsatisfactory materials includes all other materials that are not defined above as satisfactory materials.
Material obtained from stripping shall not be wasted but stockpiled for reuse as topsoil.
1.2.6 Excavation
Excavation shall consist of removal of material to the lines and grades shown on the drawings, or as otherwise directed or approved by the Contracting Officer and as described in paragraph EXCAVATION in PART 3
EXECUTION.
1.2.7 Classification of Soils
Materials used to construct the embankments and for backfills shall be classified in accordance with ASTM D 2487 (Unified Soil Classification System).
1.2.7.1 Cohesionless and Cohesive Materials
Cohesionless materials shall include materials classified in ASTM D 2487 as SW and SP. Cohesive materials include materials classified as SC, ML, CL-ML, and CL. Materials classified as SM will be identified as cohesionless only when the fines are nonplastic
1.2.8 Degree of Compaction
Degree of compaction shall be expressed as a percentage of the maximum density obtained by the test procedure presented in ASTM D 698, abbreviated hereinafter as percent laboratory maximum density.
1.2.9 Landside Seepage Berm
Landside seepage Berm is constructed at the landside toe of the levee embankment to control the seepage through the levee foundation. The berm is constructed of a layer of drain rock placed on a thin layer of bedding
35 41 00 - 4 material or filter geotextile as directed,and covered by separator geotextile.See Section SECTION 31 05 19 GEOTEXTILE.
1.2.9.1 Drain Rock
Drain rock is the material used in combination with bedding material the landside seepage berm.
1.2.9.2 Bedding Material
The bedding material is a granular material placed on the ground beneath the drain rock as shown on the drawings to prevent piping of the fine soils into the drain rock.
1.2.10 Minus 18-Inch Quarry Rock
Minus 18-inch (200 pounds) quarry rock is the material used beneath the levee fill in order to create a firm foundation for embankment construction in areas where the toe or base of the damaged site is under water.
1.2.11 Minus 12-Inch Pit Run Rock
Minus 12-inch pit run rock will generally be used to choke the flow of water after the initial break has been bridged with larger stone.
1.2.12 Derrick Stone
For placement in relatively fast moving water, derrick stone may be required.
1.2.13 Aggregate Base
Aggregate Base material is a gradded sand and gravel material. The aggregate base shall be used to complete repairs to portions of the haul road and to support truck traffic during work on the site. The material shall also be used for the restoration of the levee patrol road.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Plan of Operations; G
Ten (10) days prior to commencement of haul road construction or levee repair which ever is earlier, the Contractor shall submit for approval a Plan of Operations for accomplishing all levee repair construction and for the location and construction of haul roads. This plan shall include but not be limited to the Contractor's proposed sequence of construction for levee repair items, and methods and types of equipment to be utilized for all embankment and backfill operations, including clearing, grubbing, stripping, excavation, protection of underground and above-ground utilities, transporting, stockpiling, placing, compaction, and
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