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 09/23/04 EST. NO.25 TIME 08:48 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 0438 455.99 E.W. @ F.A.(+) 061704 N 906.00 0439 316.36 062104 N 907.00 0440 162.67 070104 N 908.00 0441 406.67 070604 N 909.00 0442 677.78 071304 N 910.00 0443 406.67 071404 N 911.00 0444 406.67 071504 N 912.00 0445 148.54 072304 N 913.00 018 0208 916.55 E.W. @ F.A.(+) 060404 N 878.00 0209 6,462.85 063004 N 892.00 0210 5,329.39 070104 N 919.00 0211 3,181.05 070204 N 920.00 0212 7,070.75 070604 N 921.00 0213 7,632.32 070704 N 922.00 0214 8,167.76 070804 N 923.00 0215 2,689.64 071304 N 926.00 0216 2,864.63 071404 N 927.00 0217 8,565.67 071504 N 928.00 0218 7,887.28 071604 N 929.00 0219 7,534.55 072104 N 932.00 0220 8,118.66 072204 N 933.00 0221 4,412.05 072304 N 934.00 0222 3,047.44 072604 N 935.00 0223 4,527.19 072704 N 936.00 0224 3,248.88 072804 N 937.00 0225 3,551.57 072904 N 938.00 0226 2,051.25 073004 N 939.00 0227 6,325.13 071204 N 925.00 0228 2,653.19 060404 N 865.00 0229 2,745.55 051104 N 849.00 0230 3,353.36 051004 N 833.0 1 0231 7,433.80 071904 N 930.0 1 0232 6,820.07 072004 N 931.0 1 0233 3,388.26 080204 N 940.0 1 0234 3,680.57 080304 N 941.0 1 0235 4,147.65 080404 N 942.0 1 0236 3,770.98 080504 N 943.0 1 0237 3,695.14 080604 N 944.0 1 0238 6,190.89 080904 N 945.0 1 0239 6,074.65 081004 N 946.0 1 0240 6,064.03 081104 N 947.0 1 0241 9,869.59 081204 N 948.0 1 0242 9,114.08 081204 N 949.0 1 185,567.77 TOTAL THIS ESTIMATE 0 1,008,762.90 TOTAL PREVIOUS ESTIMATE 0 1,194,330.67 TOTAL TO DATE 1 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 0 DATE 09/23/04 EST. NO.25 TIME 08:48 AM 0 R.E. NAME: ROGERS, JIM 02-3016U4 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY 0 MISSING FHWA-1391 -10,000.00 24 RECEIVED FHWA 1391 10,000.00 25 10,000.00 0.00 0 LABOR COMPLIANCE VIOLATION 0 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 0.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 1PROGRAM CAS145 PAGE DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U TIME 08:48 AM ESTIMATE NO. 2 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 09/20/0 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 09/23/0 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 $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250.0 02 TEMPORARY FENCE M 20.0000 5,000.00 0.477 9.54 260.579 5,211.5 S) (ENVIRONMENTALLY SENSITIVE AREA) 03 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 0.000 0.0 04 TEMPORARY DECK BRIDGING LS 200,000.0000 200,000.00 0.050 10,000.0 05 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.868 21,700.0 S) 06 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.047 23,500.00 0.942 471,000.0 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 24,000.00 16.741 83.71 2,150.697 10,753.4 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 120.0000 3,000.00 0.128 15.36 11.977 1,437.2 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 1.207 48.28 141.115 5,644.6 S) 10 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.010 1,000.00 0.889 88,900.0 S) 11 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.010 1,000.00 0.889 88,900.0 S) 12 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.010 1,000.00 0.889 88,900.0 S) 13 TEMPORARY SIGNAL SYSTEM (LOCATION 4) LS 100,000.0000 100,000.00 0.010 1,000.00 0.889 88,900.0 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.010 1,000.00 0.889 88,900.0 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 90,000.00 0.425 4,250.00 8.480 84,800.0 S) 16 TEMPORARY RAILING (TYPE K) M 40.0000 72,000.00 15.613 624.52 1,195.245 47,809.8 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 63,000.00 0.732 219.60 123.415 37,024.5 18 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 5,000.0000 5,000.00 1.000 5,000.0 S) 19 REMOVE METAL BEAM GUARD RAILING M 50.0000 17,500.00 107.530 5,376.5 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,300.00 2,956.790 17,740.7 STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 270.00 0.000 0.0 22 REMOVE CONCRETE DECK SURFACE M2 50.0000 63,500.00 0.000 0.0 1PROGRAM CAS145 PAGE DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U TIME 08:48 AM ESTIMATE NO. 2 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 09/20/0 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 09/23/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 23 REMOVE RIVET EA 35.0000 499,100.00 418.000 14,630.00 10,814.000 378,490.0 24 PREPARE CONCRETE BRIDGE DECK SURFACE M2 4.0000 1,560.00 0.000 0.0 25 REMOVE CONCRETE BARRIER (TYPE K) M 200.0000 13,000.00 43.200 8,640.00 43.200 8,640.0 26 CLEAN BRIDGE DECK M2 3.0000 5,370.00 0.000 0.0 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 155,000.0000 155,000.00 0.810 125,550.0 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000.0 29 BRIDGE REMOVAL (PORTION), LOCATION C LS 63,000.0000 63,000.00 0.625 39,375.0 30 BRIDGE REMOVAL (PORTION), LOCATION D LS 98,000.0000 98,000.00 0.900 88,200.0 31 BRIDGE REMOVAL (PORTION), LOCATION E LS 37,000.0000 37,000.00 0.000 0.0 32 CLEARING AND GRUBBING LS 1,000.0000 1,000.00 1.000 1,000.0 33 ROADWAY EXCAVATION M3 200.0000 36,000.00 99.220 19,844.0 34 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.0 35 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 15,000.00 0.000 0.0 F) 36 STRUCTURE EXCAVATION (TYPE D) M3 1,000.0000 45,000.00 45.000 45,000.0 F) 37 STRUCTURE EXCAVATION (ROCK) M3 700.0000 252,000.00 388.300 271,810.0 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 23,000.00 0.000 0.0 F) 39 FIBER (EROSION CONTROL) KG 10.0000 1,800.00 0.000 0.0 S) 40 COMPOST (EROSION CONTROL) KG 8.0000 3,680.00 0.000 0.0 S) 41 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 4,400.00 0.000 0.0 S) 42 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 200.0000 8,800.00 0.000 0.0 S) 43 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 360.00 0.000 0.0 S) 44 CLASS 2 AGGREGATE BASE M3 100.0000 9,300.00 72.250 7,225.0 45 ASPHALT CONCRETE (TYPE A) TONN 150.0000 31,500.00 86.360 12,954.0 46 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 59,000.00 310.240 31,024.0 AREA) 47 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 740,000.00 38.240 764,800.0 S) PILING 48 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 50,000.0000 50,000.00 1.000 50,000.0 S) PILING (ROCK SOCKET) 49 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 660,000.00 36.700 734,000.0 S) PILING 1PROGRAM CAS145 PAGE DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U TIME 08:48 AM ESTIMATE NO. 2 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 09/20/0 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 09/23/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 50 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 150,000.00 5.000 150,000.0 S) PILING (ROCK SOCKET) 51 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 680,000.00 7.850 157,000.00 37.157 743,140.0 S) PILING 52 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 300,000.00 1.740 52,200.00 6.000 180,000.0 S) PILING (ROCK SOCKET) 53 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 860,000.00 44.905 898,100.0 S) PILING 54 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 210,000.00 7.000 210,000.0 S) PILING (ROCK SOCKET) 55 1.2 M PERMANENT STEEL CASING M 2,000.0000 28,000.00 36.200 72,400.0 S) 56 1.5 M PERMANENT STEEL CASING M 2,000.0000 30,000.00 36.000 72,000.0 S) 57 1.8 M PERMANENT STEEL CASING M 2,000.0000 66,000.00 8.700 17,400.00 34.000 68,000.0 S) 58 2.1 M PERMANENT STEEL CASING M 2,000.0000 52,000.00 41.900 83,800.0 S) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.100 5,000.00 0.100 5,000.0 S) 60 PRESTRESSING LS 100,000.0000 100,000.00 1.000 100,000.0 S) 61 TIEBACK ANCHOR EA 10,000.0000 10,000.00 0.000 0.0 S) 62 TIEDOWN ANCHOR EA 6,500.0000 598,000.00 60.000 390,000.0 S) 63 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 60,000.00 136.870 136,870.0 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 1,740,000.00 746.600 1,119,900.0 F) 65 DRILL AND BOND DOWEL M 40.0000 40,400.00 42.000 1,680.00 421.280 16,851.2 66 CORE AND BOND DOWEL (EPOXY CARTRIDGE) EA 60.0000 19,320.00 0.000 0.0 S) 67 DRILLED HOLE (25 MM) M 200.0000 3,800.00 15.360 3,072.0 68 DRILLED HOLE (50 MM) M 300.0000 27,000.00 57.950 17,385.0 69 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 87,000.00 0.000 0.0 70 PLACE POLYESTER CONCRETE OVERLAY M2 20.0000 22,800.00 0.000 0.0 F) 71 CORE CONCRETE (0 - 50 MM) M 200.0000 8,600.00 12.000 2,400.00 42.750 8,550.0 S) 72 CORE CONCRETE (51 MM - 100 MM) M 400.0000 400.00 0.000 0.0 S) 73 CORE CONCRETE (151 MM - 200 MM) M 400.0000 3,200.00 7.320 2,928.0 S) 74 CORE AND BOND THREADED ROD M 300.0000 78,000.00 56.220 16,866.0 S) 75 REPLACE BEARING EA 5,000.0000 20,000.00 1.000 5,000.00 1.000 5,000.0 S) 76 REPLACE BEARING ASSEMBLY EA 20,000.0000 80,000.00 0.500 10,000.00 0.500 10,000.0 1PROGRAM CAS145 PAGE DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U TIME 08:48 AM ESTIMATE NO. 2 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 09/20/0 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 09/23/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 77 JOINT SEAL (MR 30 MM) M 100.0000 1,600.00 0.000 0.0 S) 78 JOINT SEAL ASSEMBLY (MR 80 MM) M 100.0000 1,700.00 6.800 680.00 13.600 1,360.0 S) 79 JOINT SEAL (MR 50 MM) M 100.0000 4,900.00 0.000 0.0 S) 80 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 357,940.00 7,778.000 17,111.60 105,908.000 232,997.6 SF) 81 BAR REINFORCING STEEL (EPOXY COATED) KG 3.2000 215,360.00 62,249.470 199,198.3 SF)(BRIDGE) 82 TREAT BRIDGE DECK M2 5.0000 8,950.00 0.000 0.0 F) 83 FURNISH BRIDGE DECK TREATMENT MATERIAL L 100.0000 65,000.00 0.000 0.0 84 FURNISH STRUCTURAL STEEL (BRIDGE) KG 6.0000 844,800.00 17,582.400 105,494.40 139,176.790 835,060.7 SF) 85 ERECT STRUCTURAL STEEL (BRIDGE) KG 18.0000 2,534,400.00 1,249.600 22,492.80 93,171.260 1,677,082.6 SF) 86 CLEAN AND PAINT STRUCTURAL STEEL LS 400,000.0000 400,000.00 0.047 18,800.00 0.754 301,600.0 S) 87 CLEAN AND PAINT STRUCTURAL STEEL LS 2400,000.0000 2,400,000.00 0.449 1,077,600.0 S) (EXISTING BRIDGE) 88 CLEAN AND PAINT PERMANENT STEEL CASING LS 100,000.0000 100,000.00 0.950 95,000.0 S) 89 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 300.0000 954,000.00 12.495 3,748.50 2,869.950 860,985.0 S) 90 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.010 1,000.00 0.920 92,000.0 S) 91 MISCELLANEOUS METAL KG 15.0000 18,000.00 336.000 5,040.0 SF)(RESTRAINER - CABLE TYPE) 92 MISCELLANEOUS METAL KG 20.0000 34,800.00 1,740.000 34,800.0 SF)(RESTRAINER - ROD TYPE) 93 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 57,600.00 1,645.450 32,909.0 SF) 94 OBJECT MARKER (TYPE P) EA 75.0000 1,425.00 0.000 0.0 95 OBJECT MARKER (TYPE L-1) EA 50.0000 350.00 0.000 0.0 96 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 25,000.00 0.000 0.0 S) 97 METAL TUBE RAILING (TYPE 19 MODIFIED) M 200.0000 136,000.00 404.000 80,800.0 SF) 98 CONCRETE BARRIER (TYPE 27) M 200.0000 12,400.00 0.000 0.0 99 CONCRETE BARRIER (TYPE 27 MODIFIED) M 200.0000 84,200.00 207.550 41,510.0 F) 00 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 24,200.00 0.000 0.0 S) 01 PAINT TRAFFIC STRIPE (2-COAT) M 4.9500 22,770.00 0.000 0.0 S) 02 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 108.00 0.000 0.0 S) 03 HIGHWAY ADVISORY RADIO SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.0 S) (LOCATION 1) 1PROGRAM CAS145 PAGE DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U TIME 08:48 AM ESTIMATE NO. 2 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 09/20/0 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 09/23/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 04 HIGHWAY ADVISORY RADIO SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.0 S) (LOCATION 2) 05 SEISMIC ISOLATION BEARING EA 0.0000 0.00 0.000 0.0 S) (FRICTION PENDULUM BEARINGS) 06 SEISMIC ISOLATION BEARING EA 3,000.0000 12,000.00 2.000 6,000.00 2.000 6,000.0 S) (LEAD CORE RUBBER BEARINGS) 1PROGRAM CAS145 PAGE DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U TIME 08:48 AM ESTIMATE NO. 2 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 09/20/0 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 09/23/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 483,028.31 13,867,965.9 0 ADJUSTMENT OF COMPENSATION 0.00 101,000.0 0 EXTRA WORK 185,567.77 1,093,330.6 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 668,596.08 15,062,296.6 007 MOBILIZATION LS 2000,000.0000 2,000,000.00 1.000 2,000,000.0 0 ORIGINAL CONTRACT AMOUNT 20,696,663.00 0 TOTAL WORK COMPLETED 668,596.08 17,062,296.6 0 MATERIALS ON HAND ON SITE 28,929.4 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS 10,000.00 -10,000.0 0 TOTAL 678,596.08 17,081,226.0 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 08/12/02 400 09/16/02 08/27/02 10/22/04 377 135 0 0 77% 94% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO DAYS ROGERS, JIM RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 09/23/04