PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/17/11 EST. NO.03 TIME 01:14 PM R.E. NAME: O'SULLIVAN, ANDY 02-2C9904 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/17/11 EST. NO.03 TIME 01:14 PM R.E. NAME: O'SULLIVAN, ANDY 02-2C9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9904 TIME 01:14 PM ESTIMATE NO. 03 BID OPENING 02/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: O'SULLIVAN, ANDY DATE OF THIS ESTIMATE 06/17/11 LOCATION PROGRESS ESTIMATE 02-TRI-3-68.5/ .0 ----------------- GOLDEN STATE BRIDGE INC IN TRINITY COUNTY AT TRINITY RIVER 901 HOWE ROAD BRIDGE AND AT MINNEHAHA CREEK MARTINEZ CA 94553 BRIDGE FED. AID NO. BRST-X033(30)E ,P-X033(30)E REPLACE BRIDGE WITH PS CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,000.0000 7,000.00 0.250 1,750.00 0.250 1,750.00 02 TEMPORARY FENCE (TYPE ESA) LF 3.0000 11,790.00 260.000 780.00 3,514.000 10,542.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.340 1,700.00 0.340 1,700.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.480 960.00 1.000 2,000.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 5.0000 2,500.00 50.000 250.00 200.000 1,000.00 06 TEMPORARY SILT FENCE LF 4.0000 6,280.00 820.000 3,280.00 1,320.000 5,280.00 07 TEMPORARY GRAVEL BAG BERM LF 2.0000 260.00 35.000 70.00 35.000 70.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 15,000.00 0.000 0.00 09 TEMPORARY COVER SQYD 2.0000 7,400.00 0.000 0.00 10 TEMPORARY CHECK DAM LF 10.0000 730.00 0.000 0.00 11 TEMPORARY STRAW BALE BARRIER LF 13.0000 949.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 1,000.0000 3,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 1,200.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH SQYD 0.8100 9,153.00 0.000 0.00 (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 8,000.0000 8,000.00 0.340 2,720.00 0.340 2,720.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 1.000 3,000.00 17 RAIN EVENT ACTION PLAN EA 250.0000 6,000.00 2.000 500.00 4.000 1,000.00 18 STORM WATER ANNUAL REPORT EA 1,500.0000 3,000.00 0.000 0.00 19 STORM WATER SAMPLING AND ANALYSIS DAY EA 325.0000 9,750.00 0.000 0.00 20 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.030 150.00 0.780 3,900.00 21 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.060 1,200.00 0.560 11,200.00 22 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 18.0000 432.00 24.000 432.00 24.000 432.00 PROGRAM CAS145 PAGE 2 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9904 TIME 01:14 PM ESTIMATE NO. 03 BID OPENING 02/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: O'SULLIVAN, ANDY DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,340.00 26.000 1,170.00 26.000 1,170.00 24 TEMPORARY SIGNAL SYSTEM LS 90,000.0000 90,000.00 0.060 5,400.00 0.560 50,400.00 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.060 600.00 0.560 5,600.00 26 TEMPORARY RAILING (TYPE K) LF 25.0000 18,000.00 380.000 9,500.00 380.000 9,500.00 27 TEMPORARY CRASH CUSHION MODULE EA 155.0000 8,680.00 28.000 4,340.00 28.000 4,340.00 28 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 4.0000 3,240.00 810.000 3,240.00 810.000 3,240.00 (HAZARDOUS WASTE) 29 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING LF 12.0000 3,000.00 65.000 780.00 65.000 780.00 31 REMOVE PAINTED TRAFFIC STRIPE LF 1.2500 2,025.00 1,620.000 2,025.00 1,620.000 2,025.00 32 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 3,744.00 0.000 0.00 33 ACCESS OPENING, SOFFIT EA 2,000.0000 24,000.00 0.000 0.00 34 BRIDGE REMOVAL, LOCATION A LS 25,000.0000 25,000.00 0.200 5,000.00 0.200 5,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 0.000 0.00 36 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.200 4,000.00 0.800 16,000.00 37 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 38 ROADWAY EXCAVATION CY 125.0000 21,250.00 0.000 0.00 (NATURALLY OCCURRING ASBESTOS) 39 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.500 2,000.00 1.000 4,000.00 40 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750.00 1.000 1,500.00 (NATURALLY OCCURING ASBESTOS) 41 DUST CONTROL PLAN LS 1,500.0000 1,500.00 0.500 750.00 1.000 1,500.00 (NATURALLY OCCURRING ASBESTOS) 42 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 38,070.00 85.000 7,650.00 85.000 7,650.00 F) 43 STRUCTURE EXCAVATION (TYPE D) CY 1,000.0000 100,000.00 0.000 0.00 F) 44 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 19,425.00 0.000 0.00 F) 45 IMPORTED MATERIAL (SHOULDER BACKING) TON 120.0000 3,120.00 0.000 0.00 46 EROSION CONTROL (COMPOST BLANKET) CY 60.0000 33,600.00 0.000 0.00 47 FIBER ROLLS LF 4.0000 15,800.00 100.000 400.00 100.000 400.00 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 0.000 0.00 49 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.3000 4,080.00 0.000 0.00 (SQFT) PROGRAM CAS145 PAGE 3 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9904 TIME 01:14 PM ESTIMATE NO. 03 BID OPENING 02/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: O'SULLIVAN, ANDY DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1600 15,328.00 0.000 0.00 51 EROSION CONTROL ESTABLISHMENT WORK LS 1,500.0000 1,500.00 0.000 0.00 52 CLASS 2 AGGREGATE BASE CY 135.0000 13,230.00 0.000 0.00 53 HOT MIX ASPHALT (TYPE A) TON 225.0000 36,000.00 0.000 0.00 54 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 38.5000 2,310.00 0.000 0.00 55 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 38.5000 1,578.50 0.000 0.00 56 72" PERMANENT STEEL CASING LF 1,800.0000 696,600.00 0.000 0.00 57 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 990.0000 383,130.00 0.000 0.00 58 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,400.0000 271,600.00 0.000 0.00 PILING (ROCK SOCKET) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 36,000.0000 36,000.00 0.000 0.00 60 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 38,500.00 0.000 0.00 F) 61 STRUCTURAL CONCRETE, BRIDGE CY 1,001.0000 949,949.00 0.000 0.00 F) 62 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 3,000.00 0.000 0.00 F) 63 DRILL AND BOND DOWEL LF 55.0000 2,255.00 0.000 0.00 64 CORE AND PRESSURE GROUT BAR REINFORCING LF 75.0000 5,250.00 0.000 0.00 STEEL 65 DRILL AND PRESSURE GROUT BAR REINFORCING LF 65.0000 51,220.00 0.000 0.00 STEEL 66 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 10,530.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY SQFT 10.0000 18,720.00 0.000 0.00 F) 68 JOINT SEAL (MR 1") LF 65.0000 4,745.00 0.000 0.00 69 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 449,160.00 0.000 0.00 F) 70 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5500 38,750.00 0.000 0.00 F) (BRIDGE) 71 HEADED BAR REINFORCEMENT EA 8.0000 4,632.00 0.000 0.00 F) 72 24" CORRUGATED STEEL PIPE (.079" THICK) LF 90.0000 5,220.00 0.000 0.00 73 ROCK SLOPE PROTECTION CY 130.0000 28,600.00 0.000 0.00 (1/2 TON, METHOD B) 74 ROCK SLOPE PROTECTION CY 130.0000 15,600.00 0.000 0.00 (BACKING NO. 1, METHOD B) 75 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 3,300.00 0.000 0.00 76 MISCELLANEOUS IRON AND STEEL LB 5.0000 1,195.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9904 TIME 01:14 PM ESTIMATE NO. 03 BID OPENING 02/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: O'SULLIVAN, ANDY DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 GUARD RAILING DELINEATOR EA 50.0000 400.00 0.000 0.00 78 METAL BEAM GUARD RAILING LF 50.0000 9,000.00 0.000 0.00 79 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 150.0000 24,150.00 0.000 0.00 F) 80 TRANSITION RAILING (TYPE WB) EA 4,200.0000 16,800.00 0.000 0.00 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,700.0000 11,100.00 0.000 0.00 82 THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,645.00 0.000 0.00 (SPRAYABLE) PROGRAM CAS145 PAGE 5 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9904 TIME 01:14 PM ESTIMATE NO. 03 BID OPENING 02/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: O'SULLIVAN, ANDY DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 61,397.00 167,699.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 61,397.00 167,699.00 83 MOBILIZATION LS 345,000.0000 345,000.00 0.250 86,250.00 0.750 258,750.00 ORIGINAL CONTRACT AMOUNT 4,124,815.50 TOTAL WORK COMPLETED 147,647.00 426,449.00 MATERIALS ON HAND ON SITE 451,486.17 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 147,647.00 877,935.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/15/11 540 00/00/00 05/09/11 07/27/12 28 0 0 0 10% 5% PROGRESS IS SATISFACTORY O'SULLIVAN, ANDY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/11