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 02/01/07 EST. NO.47 TIME 08:36 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 0648 710.41 E.W. @ F.A.(+) 050106 Y 1616.0 0649 342.78 050106 Y 1617.0 0650 314.46 050306 Y 1618.0 0651 154.68 050406 Y 1619.0 0652 88.51 050506 Y 1620.0 008 0088 366.57 E.W. @ F.A.(+) 101706 N 1584.0 0089 636.59 101806 N 1585.0 009 0008 1,112.50 E.W. @ F.A.(+) 040706 N 1586.0 0009 4,925.00 081506 N 1587.0 0010 1,500.00 092106 N 1588.0 034 0118 650.76 E.W. @ F.A.(+) 102406 N 1589.0 0119 56.10 102506 N 1590.0 046 0023 2,880.71 E.W. @ F.A.(+) 062206 N 1592.0 0024 75.85 062006 N 1591.0 047 0006 902.80 E.W. @ F.A.(+) 090506 N 1593.0 0007 1,499.67 090606 N 1594.0 0008 1,639.19 090706 N 1595.0 0009 1,723.02 090806 N 1596.0 0010 957.49 091106 N 1597.0 0011 957.49 091206 N 1598.0 048 0005 17,313.45 E.W. @ F.A.(+) 092706 N GC0052 0008 23,633.41 092606 N GC0051 0009 5,432.25 E.W. @ U.P (+) 092606 N 9 0 0010 7,294.50 092706 N 0010 0 0011 1,011.56 E.W. @ F.A.(+) 092606 N 1600 0 0012 860.06 092606 N 1601 0 0013 2,592.96 092706 N 1602 0 0014 126.43 102006 N 1603 0 0015 599.08 102106 N 1604 0 0016 1,333.76 110706 N 1605 0 0017 826.46 111006 N 1606 0 0018 218.77 111306 N 1607 0 0019 4,222.32 111406 N 1608 0 0020 3,848.42 111506 N 1609 0 0021 656.25 111606 N 1610 0 0022 7,698.53 111806 N 1611 0 99,162.79 TOTAL THIS ESTIMATE 2,563,858.81 TOTAL PREVIOUS ESTIMATE 2,663,021.60 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 02/01/07 EST. NO.47 TIME 08:36 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FHWA 47 -10,000.00 46 0.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA-1391 -10,000.00 24 RECEIVED FHWA 1391 10,000.00 25 MISSING CEM2402(F) -10,000.00 46 0.00 -10,000.00 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 PER LTR DATED 11/4 -10,000.00 27 REC'D PAYROLLS 10,000.00 27 RET PARTIAL DEDUCT 9,000.00 28 REC'D PAYROLLS 1,000.00 30 PER LTR DATED 05/05 -1,000.00 33 PER LTR DATED 6/05 -2,000.00 34 REC'D PAYROLLS 1,000.00 34 REC'D PAYROLLS 06/05 2,000.00 35 CERTIFIED PAYROLLS -10,000.00 46 0.00 -10,000.00 LIQUIDATED DAMAGES 15 DAYS @ $6700/DAY -100,500.00 36 RET 12DAYS@6700/DAY 80,400.00 37 RTN 3DAYS @ $6200 20,100.00 40 170 DAYS @ $6700/DAY -1,139,000.00 46 0.00 -1,139,000.00 TOTAL DEDUCTIONS 0.00 -1,169,000.00 PROGRAM CAS145 PAGE 1 DATE 02/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:36 AM ESTIMATE NO. 47 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 11/18/06 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 02/01/07 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 5,000.00 264.610 5,292.20 S) (ENVIRONMENTALLY SENSITIVE AREA) 03 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 1.000 300,000.00 04 TEMPORARY DECK BRIDGING LS 200,000.0000 200,000.00 1.000 200,000.00 05 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 24,000.00 2,715.540 13,577.70 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 120.0000 3,000.00 14.507 1,740.84 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 235.000 9,400.00 S) 10 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 11 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 12 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 13 TEMPORARY SIGNAL SYSTEM (LOCATION 4) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 90,000.00 9.000 90,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 40.0000 72,000.00 1,875.927 75,037.08 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 63,000.00 210.963 63,288.90 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 17,500.00 392.410 19,620.50 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 02/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:36 AM ESTIMATE NO. 47 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 11/18/06 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 02/01/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,118.000 459,130.00 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 54.000 10,800.00 26 CLEAN BRIDGE DECK M2 3.0000 5,370.00 1,451.000 4,353.00 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 155,000.0000 155,000.00 1.000 155,000.00 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000.00 29 BRIDGE REMOVAL (PORTION), LOCATION C LS 63,000.0000 63,000.00 1.000 63,000.00 30 BRIDGE REMOVAL (PORTION), LOCATION D LS 98,000.0000 98,000.00 1.000 98,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION E LS 37,000.0000 37,000.00 0.830 30,710.00 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 15.000 15,000.00 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 98.500 9,850.00 230.000 23,000.00 F) 39 FIBER (EROSION CONTROL) KG 10.0000 1,800.00 100.000 1,000.00 100.000 1,000.00 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 6.899 1,379.80 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 02/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:36 AM ESTIMATE NO. 47 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 11/18/06 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 02/01/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 39.550 791,000.00 S) PILING 52 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 300,000.00 7.540 226,200.00 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 34.000 68,000.00 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 1.000 50,000.00 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 1.000 10,000.00 S) 62 TIEDOWN ANCHOR EA 6,500.0000 598,000.00 91.200 592,800.00 S) 63 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 60,000.00 137.870 137,870.00 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 1,740,000.00 0.320 480.00 1,160.320 1,740,480.00 F) 65 DRILL AND BOND DOWEL M 40.0000 40,400.00 597.630 23,905.20 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 19.000 3,800.00 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 43.030 8,606.00 S) 72 CORE CONCRETE (51 MM - 100 MM) M 400.0000 400.00 1.000 400.00 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 4.000 20,000.00 S) 76 REPLACE BEARING ASSEMBLY EA 20,000.0000 80,000.00 4.000 80,000.00 PROGRAM CAS145 PAGE 4 DATE 02/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:36 AM ESTIMATE NO. 47 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 11/18/06 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 02/01/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 1,600.00 S) 78 JOINT SEAL ASSEMBLY (MR 80 MM) M 100.0000 1,700.00 17.000 1,700.00 S) 79 JOINT SEAL (MR 50 MM) M 100.0000 4,900.00 44.500 4,450.00 S) 80 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 357,940.00 161,770.200 355,894.44 SF) 81 BAR REINFORCING STEEL (EPOXY COATED) KG 3.2000 215,360.00 67,300.000 215,360.00 SF)(BRIDGE) 82 TREAT BRIDGE DECK M2 5.0000 8,950.00 339.000 1,695.00 1,790.000 8,950.00 F) 83 FURNISH BRIDGE DECK TREATMENT MATERIAL L 100.0000 65,000.00 646.000 64,600.00 84 FURNISH STRUCTURAL STEEL (BRIDGE) KG 6.0000 844,800.00 646.400 3,878.40 141,446.390 848,678.34 SF) 85 ERECT STRUCTURAL STEEL (BRIDGE) KG 18.0000 2,534,400.00 1,115.390 20,077.02 141,446.390 2,546,035.02 SF) 86 CLEAN AND PAINT STRUCTURAL STEEL LS 400,000.0000 400,000.00 1.000 400,000.00 S) 87 CLEAN AND PAINT STRUCTURAL STEEL LS 2400,000.0000 2,400,000.00 1.000 2,400,000.00 S) (EXISTING BRIDGE) 88 CLEAN AND PAINT PERMANENT STEEL CASING LS 100,000.0000 100,000.00 1.000 100,000.00 S) 89 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 300.0000 954,000.00 3,266.374 979,912.20 S) 90 WORK AREA MONITORING LS 100,000.0000 100,000.00 1.000 100,000.00 S) 91 MISCELLANEOUS METAL KG 15.0000 18,000.00 1,200.000 18,000.00 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 2,880.000 57,600.00 SF) 94 OBJECT MARKER (TYPE P) EA 75.0000 1,425.00 20.000 1,500.00 95 OBJECT MARKER (TYPE L-1) EA 50.0000 350.00 7.000 350.00 96 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 25,000.00 211.420 21,142.00 S) 97 METAL TUBE RAILING (TYPE 19 MODIFIED) M 200.0000 136,000.00 680.000 136,000.00 SF) 98 CONCRETE BARRIER (TYPE 27) M 200.0000 12,400.00 62.000 12,400.00 99 CONCRETE BARRIER (TYPE 27 MODIFIED) M 200.0000 84,200.00 421.000 84,200.00 F) 00 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 24,200.00 9.000 19,800.00 S) 01 PAINT TRAFFIC STRIPE (2-COAT) M 4.9500 22,770.00 6,320.300 31,285.49 S) 02 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 108.00 4.608 124.42 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 02/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:36 AM ESTIMATE NO. 47 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 11/18/06 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 02/01/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 12,000.00 S) (LEAD CORE RUBBER BEARINGS) PROGRAM CAS145 PAGE 6 DATE 02/01/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:36 AM ESTIMATE NO. 47 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 11/18/06 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 02/01/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 36,980.42 18,695,899.87 ADJUSTMENT OF COMPENSATION 0.00 113,285.54 EXTRA WORK 99,162.79 2,549,736.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 136,143.21 21,358,921.47 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 136,143.21 23,358,921.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,169,000.00 TOTAL 136,143.21 22,189,921.47 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/12/02 400 09/16/02 08/27/02 11/18/06 639 296 239 0 100% 100% ROGERS, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 02/01/07