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 11/25/03 EST. NO.15 TIME 12:57 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 0261 987.22 E.W. @ F.A.(+) 090203 N 0330 0 0262 944.05 090303 N 0331 0 0263 551.77 090403 N 0332 0 0264 551.77 090503 N 0333 0 0265 506.16 090603 N 0334 0 0266 551.77 090903 N 0392 0 0267 585.51 091003 N 0394 0 0268 585.51 091103 N 0395 0 0269 534.31 091203 N 0396 0 0270 539.90 091303 N 0397 0 0271 518.02 091503 N 0398 0 0272 551.77 091603 N 0399 0 0273 577.81 091703 N 0400 0 0274 619.25 091803 N 0401 0 0275 585.51 091903 N 0402 0 0276 674.87 092003 N 0403 0 0277 864.36 092203 N 0404 0 0278 551.77 092303 N 0405 0 0279 1,071.88 092403 N 0406 0 0280 551.77 092503 N 0407 0 0281 450.53 092603 N 0408 0 0282 551.77 092903 N 0409 0 0283 518.02 093003 N 0410 0 0284 585.51 100103 N 0411 0 0285 551.77 100203 N 0412 0 0286 593.22 100303 N 0413 0 0287 518.47 100603 N 0415 0 0288 518.02 100703 N 0416 0 0289 551.77 100803 N 0417 0 0290 539.90 100403 N 0414 0 008 0001 2,822.55 E.W. @ F.A.(+) 050703 N 0231 0 0002 816.76 052203 N 0235 0 0003 308.13 052303 N 0236 0 0004 260.20 053003 N 0237 0 018 0001 1,122.40 E.W. @ F.A.(+) 071903 N 0323 0 0002 1,066.05 071903 N 0324 0 0003 592.49 082903 N 0325 0 0004 921.65 090203 N 0326 0 0005 1,856.05 090303 N 0327 0 0006 3,522.23 090403 N 0328 0 0007 3,921.17 090503 N 0335 0 0008 3,629.66 090803 N 0337 0 0009 3,368.21 090903 N 0339 0 0010 3,341.79 091003 N 0341 0 0011 2,671.62 091103 N 0343 0 0012 431.25 090503 N 0362 0 0013 2,388.55 090503 N 0363 0 0014 689.79 082903 N 0346 0 0019 917.00 090403 N 0345 0 0020 292.76 090803 N 0368 0 0021 1,383.77 091903 N 0356 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 11/25/03 EST. NO.15 TIME 12:57 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 --------------------------------------------------------------------------- 0022 2,593.57 091903 N 0355 0 0023 9,355.25 092303 N 0382 0 0024 11,566.34 092403 N 0367 0 0025 109.53 092403 N 0372 0 0026 446.09 092603 N 0374 0 0027 833.75 092603 N 0391 0 0028 198.57 092903 N 0393 0 0029 11,386.07 092903 N 0369 0 0030 290.06 093003 N 0390 0 0031 583.67 093003 N 0389 0 91,970.94 TOTAL THIS ESTIMATE 134,791.00 TOTAL PREVIOUS ESTIMATE 226,761.94 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 11/25/03 EST. NO.15 TIME 12:57 PM 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 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 12:57 PM ESTIMATE NO. 15 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 11/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 11/25/03 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 0.500 7,500.00 02 TEMPORARY FENCE M 20.0000 5,000.00 1.032 20.64 255.666 5,113.32 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 0.009 225.00 0.852 21,300.00 S) 06 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.053 26,500.00 0.506 253,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 24,000.00 17.411 87.06 1,343.302 6,716.51 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 120.0000 3,000.00 0.142 17.04 10.798 1,295.76 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 18.727 749.08 92.241 3,689.64 S) 10 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.010 1,000.00 0.797 79,700.00 S) 11 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.010 1,000.00 0.802 80,200.00 S) 12 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.010 1,000.00 0.802 80,200.00 S) 13 TEMPORARY SIGNAL SYSTEM (LOCATION 4) LS 100,000.0000 100,000.00 0.010 1,000.00 0.802 80,200.00 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.020 2,000.00 0.842 84,200.00 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 5.830 233.20 606.789 24,271.56 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 63,000.00 0.807 242.10 83.677 25,103.10 18 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 5,000.0000 5,000.00 0.010 50.00 0.802 4,010.00 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 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 12:57 PM ESTIMATE NO. 15 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 11/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,393.000 48,755.00 4,639.000 162,365.00 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 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 0.960 19,200.00 38.240 764,800.00 S) PILING 48 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 50,000.0000 50,000.00 -2.400 -120,000.00 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 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 12:57 PM ESTIMATE NO. 15 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 11/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 2.690 53,800.00 35.440 708,800.00 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 0.240 24,000.00 0.240 24,000.00 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 60,000.00 135.010 135,010.00 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 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 12:57 PM ESTIMATE NO. 15 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 11/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 31,548.500 189,291.00 87,247.990 523,487.94 SF) 85 ERECT STRUCTURAL STEEL (BRIDGE) KG 18.0000 2,534,400.00 12,654.000 227,772.00 38,805.250 698,494.50 SF) 86 CLEAN AND PAINT STRUCTURAL STEEL LS 400,000.0000 400,000.00 0.103 41,200.00 0.644 257,600.00 S) 87 CLEAN AND PAINT STRUCTURAL STEEL LS 2400,000.0000 2,400,000.00 0.014 33,600.00 0.251 602,400.00 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 67.645 20,293.50 882.267 264,680.10 S) 90 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.053 5,300.00 0.647 64,700.00 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 1,083.000 21,660.00 1,083.000 21,660.00 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 0.000 0.00 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 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 12:57 PM ESTIMATE NO. 15 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 11/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 12:57 PM ESTIMATE NO. 15 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 11/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 624,195.62 8,733,779.58 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 91,970.94 226,761.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 716,166.56 8,960,541.52 07 MOBILIZATION LS 2000,000.0000 2,000,000.00 0.950 1,900,000.00 ORIGINAL CONTRACT AMOUNT 20,696,663.00 TOTAL WORK COMPLETED 716,166.56 10,860,541.52 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 716,166.56 10,860,541.52 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 09/07/04 202 104 0 0 50% 51% PROGRESS IS SATISFACTORY ROGERS, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/03