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 07/22/04 EST. NO.23 TIME 01:30 PM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0432 41.07 E.W. @ F.A.(+) 110603 N 858.00 0433 80.34 051804 N 869.00 0434 237.27 052104 N 870.00 0435 342.72 060704 N 872.00 0436 131.82 052404 N 871.00 008 0044 100.25 E.W. @ F.A.(+) 051104 N 851.00 009 0004 1,451.88 E.W. @ F.A.(+) 060104 N 873.00 014 0026 1,714.70 E.W. @ F.A.(+) 051804 N 857.00 018 0178 621.56 E.W. @ F.A.(+) 043004 N 848.00 0179 2,745.55 051204 N 850.00 0180 3,169.02 051304 N 852.00 0181 3,135.00 051404 N 853.00 0182 2,299.53 051704 N 854.00 0183 3,169.02 051804 N 855.00 0184 2,956.64 051904 N 856.00 0185 1,282.53 052804 N 861.00 0186 2,111.41 060104 N 862.00 0187 3,743.32 060204 N 863.00 0188 3,745.85 060304 N 864.00 0189 2,524.25 060704 N 866.00 0190 2,369.63 060804 N 868.00 030 0013-1 -1,239.54 E.W. @ F.A.(+) 020504 N 786.00 DAO CORRECTING ENTRY 0013-2 1,255.71 020504 N 786.00 DAO CORRECTING ENTRY 0014-1 -1,300.19 042904 N 822.00 DAO CORRECTING ENTRY 0014-2 1,313.87 042904 N 822.00 DAO CORRECTING ENTRY 0015-1 -1,891.19 043004 N 823.00 DAO CORRECTING ENTRY 0015-2 1,911.09 043004 N 823.00 DAO CORRECTING ENTRY 0020-1 -1,523.69 050304 N 826.00 DAO CORRECTING ENTRY 0020-2 1,563.49 050304 N 826.00 DAO CORRECTING ENTRY 0021-1 -1,732.90 050504 N 830.00 DAO CORRECTING ENTRY 0021-2 1,780.15 050504 N 830.00 DAO CORRECTING ENTRY 38,110.16 TOTAL THIS ESTIMATE 888,115.28 TOTAL PREVIOUS ESTIMATE 926,225.44 TOTAL TO DATE 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 07/22/04 EST. NO.23 TIME 01:30 PM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 18 PAYROLLS 10,000.00 19 OUTSTANDING PAYROLLS -10,000.00 20 REC'D PAYROLLS 10,000.00 21 PER LTR DATED 07/04 -10,000.00 23 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:30 PM ESTIMATE NO. 23 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 07/22/04 LOCATION RERUN PROGRESS ESTIMATE 02-PLU-70-3.0/7.0 ----------------------- AMERICAN CIVIL CONSTRUCTORS IN BUTTE, PLUMAS AND LASSEN WEST COAST INC COUNTIES AT VARIOUS LOCATIONS 3701 MALLARD DR BENICIA CA 94510 FED. AID NO. STP-P070(74)E ,ACBH-P070(74)E ,AC-P070(74)E BRIDGE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.750 11,250.00 02 TEMPORARY FENCE M 20.0000 5,000.00 260.102 5,202.04 S) (ENVIRONMENTALLY SENSITIVE AREA) 03 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 0.000 0.00 04 TEMPORARY DECK BRIDGING LS 200,000.0000 200,000.00 0.050 10,000.00 05 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.868 21,700.00 S) 06 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.050 25,000.00 0.838 419,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 24,000.00 17.622 88.11 2,113.691 10,568.46 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 120.0000 3,000.00 0.134 16.08 11.694 1,403.28 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 21.053 842.12 138.378 5,535.12 S) 10 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.009 900.00 0.867 86,700.00 S) 11 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.009 900.00 0.867 86,700.00 S) 12 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.009 900.00 0.867 86,700.00 S) 13 TEMPORARY SIGNAL SYSTEM (LOCATION 4) LS 100,000.0000 100,000.00 0.009 900.00 0.867 86,700.00 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.869 86,900.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 90,000.00 0.828 8,280.00 7.538 75,380.00 S) 16 TEMPORARY RAILING (TYPE K) M 40.0000 72,000.00 167.012 6,680.48 1,173.855 46,954.20 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 63,000.00 20.487 6,146.10 121.797 36,539.10 18 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 5,000.0000 5,000.00 1.000 5,000.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 50.0000 17,500.00 107.530 5,376.50 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,300.00 2,956.790 17,740.74 STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 270.00 0.000 0.00 22 REMOVE CONCRETE DECK SURFACE M2 50.0000 63,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:30 PM ESTIMATE NO. 23 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE RIVET EA 35.0000 499,100.00 1,310.000 45,850.00 9,930.000 347,550.00 24 PREPARE CONCRETE BRIDGE DECK SURFACE M2 4.0000 1,560.00 0.000 0.00 25 REMOVE CONCRETE BARRIER (TYPE K) M 200.0000 13,000.00 0.000 0.00 26 CLEAN BRIDGE DECK M2 3.0000 5,370.00 0.000 0.00 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 155,000.0000 155,000.00 0.810 125,550.00 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 0.500 32,500.00 0.500 32,500.00 29 BRIDGE REMOVAL (PORTION), LOCATION C LS 63,000.0000 63,000.00 0.400 25,200.00 30 BRIDGE REMOVAL (PORTION), LOCATION D LS 98,000.0000 98,000.00 0.900 88,200.00 31 BRIDGE REMOVAL (PORTION), LOCATION E LS 37,000.0000 37,000.00 0.000 0.00 32 CLEARING AND GRUBBING LS 1,000.0000 1,000.00 1.000 1,000.00 33 ROADWAY EXCAVATION M3 200.0000 36,000.00 99.220 19,844.00 34 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 15,000.00 0.000 0.00 F) 36 STRUCTURE EXCAVATION (TYPE D) M3 1,000.0000 45,000.00 45.000 45,000.00 F) 37 STRUCTURE EXCAVATION (ROCK) M3 700.0000 252,000.00 388.300 271,810.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 23,000.00 0.000 0.00 F) 39 FIBER (EROSION CONTROL) KG 10.0000 1,800.00 0.000 0.00 S) 40 COMPOST (EROSION CONTROL) KG 8.0000 3,680.00 0.000 0.00 S) 41 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 4,400.00 0.000 0.00 S) 42 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 200.0000 8,800.00 0.000 0.00 S) 43 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 360.00 0.000 0.00 S) 44 CLASS 2 AGGREGATE BASE M3 100.0000 9,300.00 72.250 7,225.00 45 ASPHALT CONCRETE (TYPE A) TONN 150.0000 31,500.00 86.360 12,954.00 46 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 59,000.00 310.240 31,024.00 AREA) 47 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 740,000.00 38.240 764,800.00 S) PILING 48 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 50,000.0000 50,000.00 1.000 50,000.00 S) PILING (ROCK SOCKET) 49 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 660,000.00 36.700 734,000.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:30 PM ESTIMATE NO. 23 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 150,000.00 5.000 150,000.00 S) PILING (ROCK SOCKET) 51 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 680,000.00 4.174 83,480.00 17.464 349,280.00 S) PILING 52 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 300,000.00 1.760 52,800.00 2.560 76,800.00 S) PILING (ROCK SOCKET) 53 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 860,000.00 44.905 898,100.00 S) PILING 54 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 210,000.00 7.000 210,000.00 S) PILING (ROCK SOCKET) 55 1.2 M PERMANENT STEEL CASING M 2,000.0000 28,000.00 36.200 72,400.00 S) 56 1.5 M PERMANENT STEEL CASING M 2,000.0000 30,000.00 36.000 72,000.00 S) 57 1.8 M PERMANENT STEEL CASING M 2,000.0000 66,000.00 25.300 50,600.00 S) 58 2.1 M PERMANENT STEEL CASING M 2,000.0000 52,000.00 41.900 83,800.00 S) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.000 0.00 S) 60 PRESTRESSING LS 100,000.0000 100,000.00 1.000 100,000.00 S) 61 TIEBACK ANCHOR EA 10,000.0000 10,000.00 0.000 0.00 S) 62 TIEDOWN ANCHOR EA 6,500.0000 598,000.00 60.000 390,000.00 S) 63 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 60,000.00 136.870 136,870.00 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 1,740,000.00 746.600 1,119,900.00 F) 65 DRILL AND BOND DOWEL M 40.0000 40,400.00 379.280 15,171.20 66 CORE AND BOND DOWEL (EPOXY CARTRIDGE) EA 60.0000 19,320.00 0.000 0.00 S) 67 DRILLED HOLE (25 MM) M 200.0000 3,800.00 15.360 3,072.00 68 DRILLED HOLE (50 MM) M 300.0000 27,000.00 57.950 17,385.00 69 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 87,000.00 0.000 0.00 70 PLACE POLYESTER CONCRETE OVERLAY M2 20.0000 22,800.00 0.000 0.00 F) 71 CORE CONCRETE (0 - 50 MM) M 200.0000 8,600.00 30.750 6,150.00 S) 72 CORE CONCRETE (51 MM - 100 MM) M 400.0000 400.00 0.000 0.00 S) 73 CORE CONCRETE (151 MM - 200 MM) M 400.0000 3,200.00 7.320 2,928.00 S) 74 CORE AND BOND THREADED ROD M 300.0000 78,000.00 56.220 16,866.00 S) 75 REPLACE BEARING EA 5,000.0000 20,000.00 0.000 0.00 S) 76 REPLACE BEARING ASSEMBLY EA 20,000.0000 80,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:30 PM ESTIMATE NO. 23 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 JOINT SEAL (MR 30 MM) M 100.0000 1,600.00 0.000 0.00 S) 78 JOINT SEAL ASSEMBLY (MR 80 MM) M 100.0000 1,700.00 6.800 680.00 S) 79 JOINT SEAL (MR 50 MM) M 100.0000 4,900.00 0.000 0.00 S) 80 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 357,940.00 15,684.000 34,504.80 98,130.000 215,886.00 SF) 81 BAR REINFORCING STEEL (EPOXY COATED) KG 3.2000 215,360.00 62,249.470 199,198.30 SF)(BRIDGE) 82 TREAT BRIDGE DECK M2 5.0000 8,950.00 0.000 0.00 F) 83 FURNISH BRIDGE DECK TREATMENT MATERIAL L 100.0000 65,000.00 0.000 0.00 84 FURNISH STRUCTURAL STEEL (BRIDGE) KG 6.0000 844,800.00 180.000 1,080.00 121,594.390 729,566.34 SF) 85 ERECT STRUCTURAL STEEL (BRIDGE) KG 18.0000 2,534,400.00 3,540.400 63,727.20 72,179.960 1,299,239.28 SF) 86 CLEAN AND PAINT STRUCTURAL STEEL LS 400,000.0000 400,000.00 0.027 10,800.00 0.685 274,000.00 S) 87 CLEAN AND PAINT STRUCTURAL STEEL LS 2400,000.0000 2,400,000.00 0.449 1,077,600.00 S) (EXISTING BRIDGE) 88 CLEAN AND PAINT PERMANENT STEEL CASING LS 100,000.0000 100,000.00 0.950 95,000.00 S) 89 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 300.0000 954,000.00 56.330 16,899.00 2,833.330 849,999.00 S) 90 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.032 3,200.00 0.900 90,000.00 S) 91 MISCELLANEOUS METAL KG 15.0000 18,000.00 336.000 5,040.00 SF)(RESTRAINER - CABLE TYPE) 92 MISCELLANEOUS METAL KG 20.0000 34,800.00 1,740.000 34,800.00 SF)(RESTRAINER - ROD TYPE) 93 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 57,600.00 1,645.450 32,909.00 SF) 94 OBJECT MARKER (TYPE P) EA 75.0000 1,425.00 0.000 0.00 95 OBJECT MARKER (TYPE L-1) EA 50.0000 350.00 0.000 0.00 96 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 25,000.00 0.000 0.00 S) 97 METAL TUBE RAILING (TYPE 19 MODIFIED) M 200.0000 136,000.00 40.500 8,100.00 303.000 60,600.00 SF) 98 CONCRETE BARRIER (TYPE 27) M 200.0000 12,400.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 27 MODIFIED) M 200.0000 84,200.00 207.550 41,510.00 F) 00 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 24,200.00 0.000 0.00 S) 01 PAINT TRAFFIC STRIPE (2-COAT) M 4.9500 22,770.00 0.000 0.00 S) 02 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 108.00 0.000 0.00 S) 03 HIGHWAY ADVISORY RADIO SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) (LOCATION 1) PROGRAM CAS145 PAGE 5 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:30 PM ESTIMATE NO. 23 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 HIGHWAY ADVISORY RADIO SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) (LOCATION 2) 05 SEISMIC ISOLATION BEARING EA 0.0000 0.00 0.000 0.00 S) (FRICTION PENDULUM BEARINGS) 06 SEISMIC ISOLATION BEARING EA 3,000.0000 12,000.00 0.000 0.00 S) (LEAD CORE RUBBER BEARINGS) PROGRAM CAS145 PAGE 6 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:30 PM ESTIMATE NO. 23 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 403,593.89 12,601,356.56 ADJUSTMENT OF COMPENSATION 0.00 101,000.00 EXTRA WORK 38,110.16 825,225.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 441,704.05 13,527,582.00 07 MOBILIZATION LS 2000,000.0000 2,000,000.00 1.000 2,000,000.00 ORIGINAL CONTRACT AMOUNT 20,696,663.00 TOTAL WORK COMPLETED 441,704.05 15,527,582.00 MATERIALS ON HAND ON SITE 62,850.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 431,704.05 15,580,432.00 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 08/12/02 400 09/16/02 08/27/02 10/22/04 335 135 0 0 71% 84% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST ROGERS, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/04