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 01/22/04 EST. NO.17 TIME 11:15 AM 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 0313 501.15 E.W. @ F.A.(+) 110403 N 0519 0 0314 518.02 110503 N 0520 0 0315 467.40 110603 N 0521 0 0316 467.40 110703 N 0522 0 0317 450.53 111003 N 0523 0 0318 390.74 111103 N 0539 0 0319 705.04 111203 N 0540 0 0320 518.02 111303 N 0541 0 0321 484.27 111403 N 0542 0 0322 408.69 111403 N 0543 0 0323 33.74 111503 N 0544 0 0324 518.02 111703 N 0545 0 0325 501.15 111803 N 0546 0 0326 484.27 111903 N 0547 0 0327 467.40 112003 N 0548 0 0328 364.69 112103 N 0549 0 0329 406.12 112403 N 0550 0 0330 484.27 112503 N 0551 0 0331 234.44 112603 N 0552 0 0332 156.29 120203 N 0553 0 0333 484.27 120303 N 0568 0 0334 484.27 120403 N 0569 0 0335 416.78 120503 N 0571 0 0336 484.27 120803 N 0573 0 0337 238.49 120803 N 0577 0 018 0072 4,019.80 E.W. @ F.A.(+) 110503 N 0489 0 0073 3,444.76 110603 N 0490 0 0074 2,824.27 111903 N 0514 0 0080 2,599.38 111803 N 0507 0 0081 54.00 111803 N 0509 0 0082 2,602.44 112003 N 0515 0 0083 2,392.76 112103 N 0517 0 0084 3,102.89 112503 N 0524 0 0085 2,021.60 112603 N 0525 0 0086 2,556.34 120103 N 0526 0 0087 2,690.31 120203 N 0538 0 0088 2,362.39 120303 N 0554 0 0089 3,690.43 120503 N 0557 0 0090 124.20 112803 N 0575 0 0091 82.80 103103 N 0501 0 0092 49.30 120803 N 0559 0 0093 55.20 110403 N 0487 0 0094 583.80 100203 N 0500 0 0095 610.52 101603 N 0491 0 0096 172.50 101603 N 0499 0 0097 1,341.36 102103 N 0513 0 0098 221.38 102103 N 0502 0 0099 642.29 103103 N 0496 0 0100 621.56 113003 N 0574 0 0101 2,934.11 120403 N 0556 0 0102 2,744.26 112403 N 0518 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 01/22/04 EST. NO.17 TIME 11:15 AM 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 --------------------------------------------------------------------------- 55,214.38 TOTAL THIS ESTIMATE 357,282.49 TOTAL PREVIOUS ESTIMATE 412,496.87 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 01/22/04 EST. NO.17 TIME 11:15 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 11:15 AM ESTIMATE NO. 17 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 01/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 01/22/04 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 0.479 9.58 259.549 5,190.98 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 0.008 200.00 0.868 21,700.00 S) 06 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.048 24,000.00 0.604 302,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 24,000.00 27.757 138.79 1,387.641 6,938.21 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 120.0000 3,000.00 0.128 15.36 11.060 1,327.20 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 0.156 6.24 93.537 3,741.48 S) 10 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.010 1,000.00 0.817 81,700.00 S) 11 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.010 1,000.00 0.822 82,200.00 S) 12 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.010 1,000.00 0.822 82,200.00 S) 13 TEMPORARY SIGNAL SYSTEM (LOCATION 4) LS 100,000.0000 100,000.00 0.010 1,000.00 0.822 82,200.00 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.010 1,000.00 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 5.275 211.00 617.617 24,704.68 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 63,000.00 0.732 219.60 85.179 25,553.70 18 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 5,000.0000 5,000.00 0.950 4,750.00 1.762 8,810.00 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 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 11:15 AM ESTIMATE NO. 17 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 01/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE RIVET EA 35.0000 499,100.00 584.000 20,440.00 5,479.000 191,765.00 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 0.410 63,550.00 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 31.938 638,760.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 11:15 AM ESTIMATE NO. 17 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 01/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 60,000.00 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 5.560 111,200.00 41.000 820,000.00 S) PILING 54 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 210,000.00 3.200 96,000.00 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 0.021 2,100.00 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 1,740,000.00 624.650 936,975.00 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 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 11:15 AM ESTIMATE NO. 17 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 01/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.400 340.00 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 60,002.660 132,005.85 SF) 81 BAR REINFORCING STEEL (EPOXY COATED) KG 3.2000 215,360.00 45,389.520 145,246.46 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 844,800.00 101,476.990 608,861.94 SF) 85 ERECT STRUCTURAL STEEL (BRIDGE) KG 18.0000 2,534,400.00 1,295.520 23,319.36 62,229.770 1,120,135.86 SF) 86 CLEAN AND PAINT STRUCTURAL STEEL LS 400,000.0000 400,000.00 0.028 11,200.00 0.753 301,200.00 S) 87 CLEAN AND PAINT STRUCTURAL STEEL LS 2400,000.0000 2,400,000.00 0.027 64,800.00 0.316 758,400.00 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 82.593 24,777.90 1,600.694 480,208.20 S) 90 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.687 68,700.00 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 57,600.00 562.450 11,249.00 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 41,510.00 207.550 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 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 11:15 AM ESTIMATE NO. 17 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 01/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.997 79,760.00 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 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 11:15 AM ESTIMATE NO. 17 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 01/20/04 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 405,486.83 10,076,938.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 55,214.38 412,496.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 460,701.21 10,489,435.27 07 MOBILIZATION LS 2000,000.0000 2,000,000.00 0.050 100,000.00 1.000 2,000,000.00 ORIGINAL CONTRACT AMOUNT 20,696,663.00 TOTAL WORK COMPLETED 560,701.21 12,489,435.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 560,701.21 12,489,435.27 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 09/07/04 241 104 0 0 58% 60% PROGRESS IS SATISFACTORY ROGERS, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/04