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 04/20/04 EST. NO.20 TIME 01:32 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 0381 509.59 E.W. @ F.A.(+) 020904 N 0733 0 0382 364.69 021004 N 0734 0 0383 978.28 021204 N 0735 0 0384 364.69 021304 N 0736 0 0385 376.82 021704 N 0713 0 0386 190.05 021704 N 0738 0 0387 190.05 021904 N 0739 0 0389 429.41 022404 N 0750 0 0390 510.42 030304 N 0751 0 0391 506.99 030404 N 0752 0 0392 416.78 030504 N 0753 0 0393 876.57 030804 N 0754 0 008 0005 186.61 E.W. @ F.A.(+) 020504 N 0712 0 0006 2,704.36 021904 N 0725 0 0007 1,185.96 022004 N 0727 0 0008 396.64 022704 N 0743 0 0009 290.46 012804 N 0747 0 0010 389.43 013004 N 0746 0 009 0001 1,800.00 E.W. @ F.A.(+) 090503 N 0729 0 013 0001 272.07 E.W. @ F.A.(+) 060403 N 0716 0 0002 1,275.10 091903 N 0718 0 0004 582.83 102203 N 0721 0 0005 3,217.47 021004 N 0706 0 0007 813.10 021704 N 0714 0 0008 1,696.45 021904 N 0724 0 014 0001 252.25 E.W. @ F.A.(+) 091103 N 0532 0 0002 831.55 111103 N 0564 0 0003 861.02 111303 N 0536 0 0004 1,542.07 120903 N 0629 0 0005 465.21 121603 N 0630 0 0006 361.64 122203 N 0631 0 0007 689.15 010504 N 0632 0 0008 768.22 010604 N 0633 0 0009 401.15 010804 N 0634 0 0010 343.83 010904 N 0657 0 0011 202.50 011304 N 0659 0 0013 577.69 011404 N 0660 0 0014 250.42 011504 N 0661 0 0015 707.52 012004 N 0662 0 0016 346.79 012104 N 0668 0 0017 515.35 012304 N 0669 0 0018 451.70 012804 N 0670 0 0020 313.32 021004 N 0749 0 018 0012-1 -431.25 E.W. @ F.A.(+) 090503 N 0362 0 DAO CORRECTING ENTRY 0128-1 -49.30 120803 N 559.00 DAO CORRECTING ENTRY 0163 256.15 021104 N 0709 0 0164 464.53 021204 N 0710 0 0165 192.10 021304 N 0711 0 0166 431.17 021904 N 0723 0 0167 917.60 022004 N 0728 0 0168 464.53 022304 N 0737 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 04/20/04 EST. NO.20 TIME 01:32 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 --------------------------------------------------------------------------- 0169 901.63 022704 N 0741 0 0170 1,539.57 030204 N 0742 0 0171 256.15 030304 N 0744 0 0172 156.29 030404 N 0745 0 35,505.37 TOTAL THIS ESTIMATE 668,538.62 TOTAL PREVIOUS ESTIMATE 704,043.99 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 04/20/04 EST. NO.20 TIME 01:32 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:32 PM ESTIMATE NO. 20 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 04/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/20/04 LOCATION 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 0.698 349,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 24,000.00 213.191 1,065.96 2,063.469 10,317.35 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 120.0000 3,000.00 11.317 1,358.04 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 18.187 727.48 113.890 4,555.60 S) 10 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.840 84,000.00 S) 11 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.840 84,000.00 S) 12 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.840 84,000.00 S) 13 TEMPORARY SIGNAL SYSTEM (LOCATION 4) LS 100,000.0000 100,000.00 0.840 84,000.00 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.862 86,200.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 90,000.00 6.710 67,100.00 S) 16 TEMPORARY RAILING (TYPE K) M 40.0000 72,000.00 140.963 5,638.52 975.231 39,009.24 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 63,000.00 101.310 30,393.00 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:32 PM ESTIMATE NO. 20 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 04/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE RIVET EA 35.0000 499,100.00 372.000 13,020.00 7,474.000 261,590.00 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 0.000 0.00 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 252,000.00 355.000 248,500.00 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:32 PM ESTIMATE NO. 20 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 04/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) PILING 52 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 300,000.00 0.000 0.00 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 16.800 33,600.00 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 0.881 88,100.00 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 60,000.00 135.010 135,010.00 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 1,740,000.00 81.670 122,505.00 706.320 1,059,480.00 F) 65 DRILL AND BOND DOWEL M 40.0000 40,400.00 326.990 13,079.60 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:32 PM ESTIMATE NO. 20 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 04/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 78,133.000 171,892.60 SF) 81 BAR REINFORCING STEEL (EPOXY COATED) KG 3.2000 215,360.00 16,859.950 53,951.84 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 844,800.00 632.000 3,792.00 117,461.990 704,771.94 SF) 85 ERECT STRUCTURAL STEEL (BRIDGE) KG 18.0000 2,534,400.00 207.000 3,726.00 65,191.110 1,173,439.98 SF) 86 CLEAN AND PAINT STRUCTURAL STEEL LS 400,000.0000 400,000.00 0.043 17,200.00 0.621 248,400.00 S) 87 CLEAN AND PAINT STRUCTURAL STEEL LS 2400,000.0000 2,400,000.00 0.040 96,000.00 0.400 960,000.00 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 954,000.00 343.873 103,161.90 2,154.095 646,228.50 S) 90 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.035 3,500.00 0.799 79,900.00 S) 91 MISCELLANEOUS METAL KG 15.0000 18,000.00 0.000 0.00 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 136,000.00 222.000 44,400.00 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:32 PM ESTIMATE NO. 20 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 04/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 01:32 PM ESTIMATE NO. 20 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 04/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 424,288.70 11,262,190.43 ADJUSTMENT OF COMPENSATION 0.00 48,000.00 EXTRA WORK 35,505.37 656,043.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 459,794.07 11,966,234.42 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 459,794.07 13,966,234.42 MATERIALS ON HAND ON SITE 69,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 449,794.07 14,025,234.42 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 11/01/04 300 107 0 0 64% 75% PROGRESS IS SATISFACTORY ROGERS, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 04/20/04