Bid_Abstract_W912PL-13-B-0001_31January2013.pdf

ABSTRACT OF BIDS

INVITATION FOR BIDS NO. W912PL-13-B-0001

BRADLEY CANYON LEVEE EXTENSION

SANTA MARIA RIVER AND TRIBUTARIES, SANTA BARBARA COUNTY, CA

WITH THREE AMENDMENTS

BID OPENING DATE: 31 JANUARY 2013

* Arithmetic discrepancy found during evaluation of bid

CONTRACTING COMPANY TOTAL AMOUNT ITEM

NOS. 0001 -0026

1 John Madonna Construction Co., Inc.

San Luis Obispo, CA 93403

$6,748,165.00

2 Whitaker Construction Group, Inc.

Paso Robles, CA 93446

$7,624,395.00

3 A.J. Diani Construction Co., Inc.

Santa Maria, CA 93458-0636

$7,646,216.00

4 Nordic Industries, Inc.

Olivehurst, CA 95961

$ 7,671,667.00

5 Wood Bros Inc.

Lemoore, CA 93245

$ 7,768,400.25 *

6 Direct Project, Inc.

Fontana, CA 92335

$8,086,964.30

7 Insight Environmental, Engineering & Construction, Inc.

Anaheim, CA 92806

$8,182,582.01

8 Fleming Environmental Inc.

Fullerton, CA 92831

$8,249,354.00

9 Brough Construction, Inc.

Arroyo Grande, CA 93420

$8,521,644.02

10 Raminha Construction, Inc.

Atascadero, CA 93422

$8,695,550.00

11 Heartland Grading Carlsbad, CA 92010

$9,421,248.50

12 Sansone Company, Inc.

San Luis Obispo, CA 93406

$9,552,264.76

13 CKY Inc.

San Pedro, CA 90731

$9,841,546.00

14 Ace Engineering, Inc.

La Verne, Ca 91750

$11,249,264

INDEPENDENT

GOVERNMENT ESTIMATE

$8,320,069.00

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Typewritten Text

Bradley Canyon Levee Extension Santa Maria River and Tributaries, Santa Barbara County, CA

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

John Madonna Construction Co. Inc.

P.O. Box 5310 San Luis Obispo, CA 93403

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 832,000.00$ $832,000.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 100,000.00$ $100,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 3.50$ $19,687.50

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 2.75$ $8,731.25

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 1,500.00$ $9,750.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 1,500.00$ $9,750.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 3,800.00$ $3,895,000.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 2.90$ $235,697.50

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 1.65$ $84,603.75

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 39.85$ $1,175,575.00

0011 IMPORTED FILL 2,000 CUBIC YARD 23.00$ $46,000.00

0012 18" RIPRAP 200 CUBIC YARD 140.00$ $28,000.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 7.00$ $50,400.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 7.00$ $33,600.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 50.00$ $39,000.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 20,000.00$ $20,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 10,000$ $10,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 2,800.00$ $15,120.00

0019 INSTALL SURVEY MARKERS 5 EA 1,000.00$ $5,000.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 430.00$ $25,800.00

0021 HYDRO-SEEDING 5.5 ACRE 4,000.00$ $22,000.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 580.00$ $37,700.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 15.00$ $39,750.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 2,000.00$ $2,000.00

0025 ROAD SIGNS 4 EA 250.00$ $1,000.00

0026 AS BUILT DRAWINGS 1 JOB 2,000.00$ $2,000.00

TOTAL BID (Line Items 0001 thru 0026) $6,748,165.00

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

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W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Whitaker Construction Group, Inc.

2752 Concrete Ct.

Paso Robles, CA 93446

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 760,000.00$ $760,000.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 50,000.00$ $50,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 5.00$ $28,125.00

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 3.00$ $9,525.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 7,500.00$ $48,750.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 5,000.00$ $32,500.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 4,152.00$ $4,255,800.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 4.00$ $325,100.00

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 3.00$ $153,825.00

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 51.50$ $1,519,250.00

0011 IMPORTED FILL 2,000 CUBIC YARD 20.00$ $40,000.00

0012 18" RIPRAP 200 CUBIC YARD 70.00$ $14,000.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 4.00$ $28,800.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 5.00$ $24,000.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 40.00$ $31,200.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 20,000.00$ $20,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 25,000$ $25,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 1,800.00$ $9,720.00

0019 INSTALL SURVEY MARKERS 5 EA 400.00$ $2,000.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 240.00$ $14,400.00

0021 HYDRO-SEEDING 5.5 ACRE 23,000.00$ $126,500.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 200.00$ $13,000.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 30.00$ $79,500.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 2,000.00$ $2,000.00

0025 ROAD SIGNS 4 EA 350.00$ $1,400.00

0026 AS BUILT DRAWINGS 1 JOB 10,000.00$ $10,000.00

TOTAL BID (Line Items 0001 thru 0026) $7,624,395.00

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

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W912PL-13-B-0001

Amendment. 0002 00 00 10-2

A.J. Diani Construction Co., Inc.

351 N. Blosser Rd.

Santa Maria, CA 9345-0636

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 747,621.00$ $747,621.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 10,000.00$ $10,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 6.00$ $33,750.00

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 4.00$ $12,700.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 4,500.00$ $29,250.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 600.00$ $3,900.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 4,500.00$ $4,612,500.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 4.00$ $325,100.00

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 3.00$ $153,825.00

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 48.00$ $1,416,000.00

0012 18" RIPRAP 200 CUBIC YARD 90.00$ $18,000.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 3.50$ $25,200.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 5.00$ $24,000.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 35.00$ $27,300.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 10,000.00$ $10,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 6,000$ $6,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 800.00$ $4,320.00

0019 INSTALL SURVEY MARKERS 5 EA 600.00$ $3,000.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 250.00$ $15,000.00

0021 HYDRO-SEEDING 5.5 ACRE 6,000.00$ $33,000.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 150.00$ $9,750.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 30.00$ $79,500.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 2,000.00$ $2,000.00

0025 ROAD SIGNS 4 EA 500.00$ $2,000.00

0026 AS BUILT DRAWINGS 1 JOB 2,500.00$ $2,500.00

TOTAL BID (Line Items 0001 thru 0026) $7,646,216.00

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

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W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Nordic Industries, Inc.

1437 Furneaux, Rd.

Olivehurst, CA 95961

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 386,817.00$ $386,817.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 25,000.00$ $25,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 5.00$ $28,125.00

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 8.00$ $25,400.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 1,500.00$ $9,750.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 2,000.00$ $13,000.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 5,000.00$ $5,125,000.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 6.00$ $487,650.00

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 3.00$ $153,825.00

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 38.00$ $1,121,000.00

0012 18" RIPRAP 200 CUBIC YARD 100.00$ $20,000.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 3.00$ $21,600.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 4.00$ $19,200.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 45.00$ $35,100.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 20,000.00$ $20,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 20,000$ $20,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 2,000.00$ $10,800.00

0019 INSTALL SURVEY MARKERS 5 EA 300.00$ $1,500.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 400.00$ $24,000.00

0021 HYDRO-SEEDING 5.5 ACRE 3,000.00$ $16,500.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 250.00$ $16,250.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 15.00$ $39,750.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 3,000.00$ $3,000.00

0025 ROAD SIGNS 4 EA 600.00$ $2,400.00

0026 AS BUILT DRAWINGS 1 JOB 6,000.00$ $6,000.00

TOTAL BID (Line Items 0001 thru 0026) $7,671,667.00

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

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W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Wood Bros Inc.

P.O. Box 216 Lemoore, CA 93245

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 1,816,200.00$ $1,816,200.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 5,280.00$ $5,280.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 3.60$ $20,250.00

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 3.00$ $9,525.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 2,105.00$ $13,682.50

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 1,090.00$ $7,085.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 4,355.00$ $4,463,875.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 2.79$ $226,757.25

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 2.58$ $132,289.50

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 24.38$ $719,210.00

0011 IMPORTED FILL 2,000 CUBIC YARD 21.80$ $43,600.00

0012 18" RIPRAP 200 CUBIC YARD 104.50$ $20,900.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 3.74$ $26,928.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 4.70$ $22,560.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 35.00$ $27,300.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 28,800.00$ $28,800.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 14,360$ $14,360.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 440.00$ $2,376.00

0019 INSTALL SURVEY MARKERS 5 EA 215.00$ $1,075.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 299.00$ $17,940.00

0021 HYDRO-SEEDING 5.5 ACRE 6,410.00$ $35,255.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 393.00$ $25,545.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 26.50$ $70,225.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 2,637.00$ $2,637.00

0025 ROAD SIGNS 4 EA 830.00$ $3,320.00

0026 AS BUILT DRAWINGS 1 JOB 11,425.00$ $11,425.00

TOTAL BID (Line Items 0001 thru 0026) $7,768,400.25

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

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W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Direct Project Inc.

1527 W. Rialto Ave.

Fontana, CA 92335

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 960,000.00$ $960,000.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 17,000.00$ $17,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 1.65$ $9,281.25

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 3.76$ $11,938.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 6,662.00$ $43,303.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 3,552.20$ $23,089.30

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 5,227.00$ $5,357,675.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 2.51$ $204,000.25

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 2.90$ $148,697.50

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 35.00$ $1,032,500.00

0011 IMPORTED FILL 2,000 CUBIC YARD 4.15$ $8,300.00

0012 18" RIPRAP 200 CUBIC YARD 58.00$ $11,600.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 2.25$ $16,200.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 2.25$ $10,800.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 45.00$ $35,100.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 62,000.00$ $62,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 16,000$ $16,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 1,700.00$ $9,180.00

0019 INSTALL SURVEY MARKERS 5 EA 450.00$ $2,250.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 210.00$ $12,600.00

0021 HYDRO-SEEDING 5.5 ACRE 4,750.00$ $26,125.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 75.00$ $4,875.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 17.00$ $45,050.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 5,400.00$ $5,400.00

0025 ROAD SIGNS 4 EA 625.00$ $2,500.00

0026 AS BUILT DRAWINGS 1 JOB 11,500.00$ $11,500.00

TOTAL BID (Line Items 0001 thru 0026) $8,086,964.30

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

L1CTWMGR

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Insight Environmental, Engineering & Construction, Inc.

3010 E. Miraloma Ave.

Anaheim, Ca 92806

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 706,266.79$ $706,266.79

0002 DIVERSION AND CONTROL OF WATER 1 JOB 12,856.42$ $12,856.42

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 3.70$ $20,812.50

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 6.37$ $20,224.75

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 3,832.99$ $24,914.44

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 2,403.82$ $15,624.83

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 4,758.82$ $4,877,790.50

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 1.88$ $152,797.00

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 4.93$ $252,785.75

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 54.95$ $1,621,025.00

0011 IMPORTED FILL 2,000 CUBIC YARD 53.72$ $107,440.00

0012 18" RIPRAP 200 CUBIC YARD 116.36$ $23,272.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 4.55$ $32,760.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 6.49$ $31,152.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 76.42$ $59,607.60

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 15,611.45$ $15,611.45

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 15,611.45$ $15,611.45

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 6,345.74$ $34,267.00

0019 INSTALL SURVEY MARKERS 5 EA 853.12$ $4,265.60

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 392.23$ $23,533.80

0021 HYDRO-SEEDING 5.5 ACRE 4,970.57$ $27,338.14

0022 HOT MIX ASPHALT 65 CUBIC YARD 345.92$ $22,484.80

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 22.99$ $60,923.50

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 4,874.91$ $4,874.91

0025 ROAD SIGNS 4 EA 478.84$ $1,915.36

0026 AS BUILT DRAWINGS 1 JOB 12,426.43$ $12,426.43

TOTAL BID (Line Items 0001 thru 0026) $8,182,582.01

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

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W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Fleming Environmental Inc.

1372 E. Valencia Dr.

Fullerton, CA 92831

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 723,500.00$ $723,500.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 150,000.00$ $150,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 7.00$ $39,375.00

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 6.00$ $19,050.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 8,500.00$ $55,250.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 8,500.00$ $55,250.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 4,900.00$ $5,022,500.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 3.40$ $276,335.00

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 1.00$ $51,275.00

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 47.00$ $1,386,500.00

0011 IMPORTED FILL 2,000 CUBIC YARD 16.00$ $32,000.00

0012 18" RIPRAP 200 CUBIC YARD 125.00$ $25,000.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 3.00$ $21,600.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 2.00$ $9,600.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 46.50$ $36,270.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 46,000.00$ $46,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 23,000.00$ $23,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 2,300.00$ $12,420.00

0019 INSTALL SURVEY MARKERS 5 EA 400.00$ $2,000.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 545.00$ $32,700.00

0021 HYDRO-SEEDING 5.5 ACRE 28,328.00$ $155,804.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 400.00$ $26,000.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 10.50$ $27,825.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 9,500.00$ $9,500.00

0025 ROAD SIGNS 4 EA 400.00$ $1,600.00

0026 AS BUILT DRAWINGS 1 JOB 9,000.00$ $9,000.00

TOTAL BID (Line Items 0001 thru 0026) $8,249,354.00

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

L1CTWMGR

Typewritten Text

L1CTWMGR

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Brough Construction, Inc.

634 Printz Rd.

Arroyo Grande, CA 93420

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 787,765.69$ $787,765.69

0002 DIVERSION AND CONTROL OF WATER 1 JOB 659,538.83$ $659,538.83

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 4.60$ $25,875.00

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 2.00$ $6,350.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 3,770.00$ $24,505.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 3,770.00$ $24,505.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 4,377.03$ $4,486,455.75

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 5.25$ $426,693.75

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 0.80$ $41,020.00

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 52.90$ $1,560,550.00

0011 IMPORTED FILL 2,000 CUBIC YARD 17.65$ $35,300.00

0012 18" RIPRAP 200 CUBIC YARD 117.00$ $23,400.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 0.25$ $1,800.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 6.00$ $28,800.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 90.00$ $70,200.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 16,000.00$ $16,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 16,000.00$ $16,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 1,100.00$ $5,940.00

0019 INSTALL SURVEY MARKERS 5 EA 455.00$ $2,275.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 400.00$ $24,000.00

0021 HYDRO-SEEDING 5.5 ACRE 33,400.00$ $183,700.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 390.00$ $25,350.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 10.80$ $28,620.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 6,400.00$ $6,400.00

0025 ROAD SIGNS 4 EA 550.00$ $2,200.00

0026 AS BUILT DRAWINGS 1 JOB 8,400.00$ $8,400.00

TOTAL BID (Line Items 0001 thru 0026) $8,521,644.02

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

L1CTWMGR

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Raminha Construction, Inc.

6805 Sycamore Rd Atascadero, CA 93422

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 650,000.00$ $650,000.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 50,000.00$ $50,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 3.00$ $16,875.00

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 5.00$ $15,875.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 4,000.00$ $26,000.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 3,000.00$ $19,500.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 4,900.00$ $5,022,500.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 6.00$ $487,650.00

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 6.00$ $307,650.00

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 50.00$ $1,475,000.00

0011 IMPORTED FILL 2,000 CUBIC YARD 30.00$ $60,000.00

0012 18" RIPRAP 200 CUBIC YARD 100.00$ $20,000.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 5.00$ $36,000.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 9.00$ $43,200.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 60.00$ $46,800.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 30,000.00$ $30,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 40,000.00$ $40,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 1,500.00$ $8,100.00

0019 INSTALL SURVEY MARKERS 5 EA 1,500.00$ $7,500.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 250.00$ $15,000.00

0021 HYDRO-SEEDING 5.5 ACRE 25,000.00$ $137,500.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 300.00$ $19,500.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 40.00$ $106,000.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 2,500.00$ $2,500.00

0025 ROAD SIGNS 4 EA 600.00$ $2,400.00

0026 AS BUILT DRAWINGS 1 JOB 50,000.00$ $50,000.00

TOTAL BID (Line Items 0001 thru 0026) $8,695,550.00

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

L1CTWMGR

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Heartland Grading 3146 Tiger Run St. Suite 116 Carlsbad, CA 92010

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 142,000.00$ $142,000.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 230,000.00$ $230,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 3.06$ $17,212.50

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 2.92$ $9,271.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 25,775.00$ $167,537.50

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 22,675.00$ $147,387.50

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 5,749.00$ $5,892,725.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 3.25$ $264,143.75

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 3.25$ $166,643.75

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 63.75$ $1,880,625.00

0012 18" RIPRAP 200 CUBIC YARD 116.00$ $23,200.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 3.33$ $23,976.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 4.47$ $21,456.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 69.25$ $54,015.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 37,000.00$ $37,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 67,000.00$ $67,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 6,670.00$ $36,018.00

0019 INSTALL SURVEY MARKERS 5 EA 1,250.00$ $6,250.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 400.00$ $24,000.00

0021 HYDRO-SEEDING 5.5 ACRE 6,025.00$ $33,137.50

0022 HOT MIX ASPHALT 65 CUBIC YARD 350.00$ $22,750.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 32.00$ $84,800.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 17,000.00$ $17,000.00

0025 ROAD SIGNS 4 EA 275.00$ $1,100.00

0026 AS BUILT DRAWINGS 1 JOB 12,000.00$ $12,000.00

TOTAL BID (Line Items 0001 thru 0026) $9,421,248.50

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

L1CTWMGR

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Sansone Company, Inc.

P.O. Box 1429 San Luis Obispo, CA 93406

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 1,356,004.16$ $1,356,004.16

0002 DIVERSION AND CONTROL OF WATER 1 JOB 11,715.00$ $11,715.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 4.10$ $23,062.50

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 2.98$ $9,461.50

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 2,055.04$ $13,357.76

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 1,644.04$ $10,686.26

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 5,248.14$ $5,379,343.50

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 4.15$ $337,291.25

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 2.82$ $144,595.50

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 60.71$ $1,790,945.00

0011 IMPORTED FILL 2,000 CUBIC YARD 10.92$ $21,840.00

0012 18" RIPRAP 200 CUBIC YARD 132.34$ $26,468.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 2.98$ $21,456.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 6.39$ $30,672.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 42.60$ $33,228.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 20,235.00$ $20,235.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 27,283.17$ $27,283.17

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 873.39$ $4,716.31

0019 INSTALL SURVEY MARKERS 5 EA 425.60$ $2,128.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 443.69$ $26,621.40

0021 HYDRO-SEEDING 5.5 ACRE 25,271.00$ $138,990.50

0022 HOT MIX ASPHALT 65 CUBIC YARD 310.63$ $20,190.95

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 29.96$ $79,394.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 11,715.00$ $11,715.00

0025 ROAD SIGNS 4 EA 280.00$ $1,120.00

0026 AS BUILT DRAWINGS 1 JOB 9,744.00$ $9,744.00

TOTAL BID (Line Items 0001 thru 0026) $9,552,264.76

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

L1CTWMGR

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

CKY Inc.

302 W. 5th St. Suite 310 San Pedro, CA 90731

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 270,000.00$ $270,000.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 107,000.00$ $107,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 6.00$ $33,750.00

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 14.00$ $44,450.00

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 3,050.00$ $19,825.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 4,900.00$ $31,850.00

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 5,700.00$ $5,842,500.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 8.00$ $650,200.00

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 7.00$ $358,925.00

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 63.00$ $1,858,500.00

0011 IMPORTED FILL 2,000 CUBIC YARD 28.00$ $56,000.00

0012 18" RIPRAP 200 CUBIC YARD 72.00$ $14,400.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 8.00$ $57,600.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 12.00$ $57,600.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 32.00$ $24,960.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 110,000.00$ $110,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 110,000.00$ $110,000.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 2,340.00$ $12,636.00

0019 INSTALL SURVEY MARKERS 5 EA 700.00$ $3,500.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 400.00$ $24,000.00

0021 HYDRO-SEEDING 5.5 ACRE 12,100.00$ $66,550.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 250.00$ $16,250.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 15.00$ $39,750.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 6,100.00$ $6,100.00

0025 ROAD SIGNS 4 EA 1,300.00$ $5,200.00

0026 AS BUILT DRAWINGS 1 JOB 20,000.00$ $20,000.00

TOTAL BID (Line Items 0001 thru 0026) $9,841,546.00

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

L1CTWMGR

Typewritten Text

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

Ace Engineering, Inc.

1880 Write, Avenue La Verne, CA 91750

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 1,155,000.00$ $1,155,000.00

0002 DIVERSION AND CONTROL OF WATER 1 JOB 72,000.00$ $72,000.00

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 5.35$ $30,093.75

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 4.50$ $14,287.50

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 3,974.00$ $25,831.00

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 7,075.00$ $45,987.50

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 6,465.00$ $6,626,625.00

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 6.75$ $548,606.25

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 7.40$ $379,435.00

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 43.70$ $1,289,150.00

0011 IMPORTED FILL 2,000 CUBIC YARD 35.35$ $70,700.00

0012 18" RIPRAP 200 CUBIC YARD 223.30$ $44,660.00

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 5.45$ $39,240.00

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 4.90$ $23,520.00

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 66.60$ $51,948.00

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 167,000.00$ $167,000.00

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 231,500.00$ $231,500.00

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 12,500.00$ $67,500.00

0019 INSTALL SURVEY MARKERS 5 EA 1,460.00$ $7,300.00

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 436.00$ $26,160.00

0021 HYDRO-SEEDING 5.5 ACRE 26,400.00$ $145,200.00

0022 HOT MIX ASPHALT 65 CUBIC YARD 430.00$ $27,950.00

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 35.00$ $92,750.00

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 4,000.00$ $4,000.00

0025 ROAD SIGNS 4 EA 580.00$ $2,320.00

0026 AS BUILT DRAWINGS 1 JOB 60,500.00$ $60,500.00

TOTAL BID (Line Items 0001 thru 0026) $11,249,264.00

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES WITH 3 AMENDMENTS

L1CTWMGR

Typewritten Text

L1CTWMGR

Typewritten Text

L1CTWMGR

Typewritten Text

W912PL-13-B-0001

Amendment. 0002 00 00 10-2

INDEPENDENT GOVERNMENT ESTIMATE

IFB NO. W912PL-13-B-0001

The 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 contractor to include all attachments thereto.

Estimated Unit of Unit Total Item No. Description Measure Price Price

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB 76,863.00$ 76,863$

0002 DIVERSION AND CONTROL OF WATER 1 JOB 43,204.00$ 43,204$

0003 TEMP. LOW FLOW CHANNEL- EXCAVATION 5,625 CUBIC YARD 3.82$ 21,488$

0004 TEMP. LOW FLOW CHANNEL- FILL 3,175 CUBIC YARD 4.79$ 15,208$

0005 CHANNEL AND STAGING AREA- CLEARING 6.5 ACRE 1,817.38$ 11,813$

0006 CHANNEL AND STAGING AREA- GRUBBING 6.5 ACRE 4,862.83$ 31,608$

0007 SHEET PILE- COMBINATION WALL SYSTEM. ( COMPLETE) 1,025 LINEAR FEET 5,298.29$ 5,430,747$

0008 SOIL CEMENT LEVEE TOE- EXCAVATION 81,275 CUBIC YARD 2.83$ 230,008$

0009 SOIL CEMENT LEVEE TOE- MISC. FILL 51,275 CUBIC YARD 4.30$ 220,483$

0010 INSTALL SOIL CEMENT SECTION ( COMPLETE) 29,500 CUBIC YARD 59.76$ 1,762,920$

0011 IMPORTED FILL 2,000 CUBIC YARD 9.36$ 18,720$

0012 18" RIPRAP 200 CUBIC YARD 96.30$ 19,260$

0013 LEVEE ROAD - EXCAVATION 7,200 CUBIC YARD 4.61$ 33,192$

0014 LEVEE ROAD- REGRADE & COMPACRETED FILL 4,800 CUBIC YARD 9.92$ 47,616$

0015 4" AGGREGATE BASE COURSE 780 CUBIC YARD 60.19$ 46,948$

0016 EXISTING RAMPS- REMOVE & REBUILD 1 JOB 12,857.00$ 12,857$

0017 LOCAL ACCESS ROAD- REMOVE, RELOCATE & REINSTALL 1 JOB 58,117$ 58,117$

0018 RESTORATION- STAGING & DISTURBANCE AREA 5.4 ACRE 6,968.43$ 37,630$

0019 INSTALL SURVEY MARKERS 5 EA 2,279.77$ 11,399$

0020 INSTALL 48" RCP WITH END SECTIONS 60 LINEAR FEET 484.29$ 29,057$

0021 HYDRO-SEEDING 5.5 ACRE 2,276.03$ 12,518$

0022 HOT MIX ASPHALT 65 CUBIC YARD 300.90$ 19,559$

0023 TYPE-2 CABLE FENCE 2,650 LINEAR FEET 34.74$ 92,061$

0024 REMOVE & DISPOSE EXISTING IRRIGATION PIPE 1 JOB 4,155.00$ 4,155$

0025 ROAD SIGNS 4 EA 670.70$ 2,683$

0026 AS BUILT DRAWINGS 1 JOB 29,955.00$ 29,955$

TOTAL BID (Line Items 0001 thru 0026) 8,320,069$

BID SCHEDULE

Quantity

BRADLEY CANYON LEVEE EXTENSION FOR SANTA MARIA RIVER AND TRIBUTARIES