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 01/25/06 EST. NO.35 TIME 01:20 PM R.E. NAME: FITZGERALD, TOM 01-296704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 027 0005 2,576.18 E.W. @ F.A.(+) 121305 Y 0433.0 2,576.18 TOTAL THIS ESTIMATE 1,038,249.01 TOTAL PREVIOUS ESTIMATE 1,040,825.19 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 01/25/06 EST. NO.35 TIME 01:20 PM R.E. NAME: FITZGERALD, TOM 01-296704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO APPR CPM SCHEDULE -10,350.00 01 RET BASELINE SHCED 10,350.00 02 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 13 REC'D PAYROLLS 03/04 5,000.00 14 MISSING PAYROLLS 5/4 -1,000.00 15 RECEIVED PAYROLLS 1,000.00 16 PER LTR DATED 08/04 -1,000.00 18 PAYROLLS REC'D 1,000.00 19 PER LTR DATED 10/04 -1,000.00 20 MISSING PAYROLLS -1,000.00 21 RETURN DEDUCT 11/4 1,000.00 22 REC'D PAYROLLS 1,000.00 23 PER LTR DATED 8/05 -1,000.00 30 PER LTR DATED 9/05 -1,000.00 31 RETURN 8/05 DEDUCTIO 1,000.00 31 PER LTR DATED 10/05 -4,000.00 32 PER LTR 11/05 -3,000.00 33 PER LETTER 12/05 -2,000.00 34 RETURN 09/05 DEDUCT 1,000.00 34 RETURN 11/05 DEDUCT 3,000.00 34 0.00 -6,000.00 TOTAL DEDUCTIONS 0.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 01/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 01:20 PM ESTIMATE NO. 35 BID OPENING 01/22/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/25/06 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-255-0.2/1.9 ----------------------- AMERICAN CIVIL CONSTRUCTORS IN HUMBONDT COUNTY IN AND NEAR WEST COAST INC EUREKA FROM 0.2 KM SOUTH OF EUREKA 3701 MALLARD DRIVE CHANNEL BRIDGE TO 0.2 KM NORTH OF BENICIA CA 94510 SAMOA CHANNEL BRIDGE FED. AID NO. N O N E SEISMIC RETROFIT - PHASE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 17,500.0000 17,500.00 0.750 13,125.00 02 TIME-RELATED OVERHEAD WDAY 2,300.0000 1,725,000.00 16.000 36,800.00 710.000 1,633,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 8.0000 5,280.00 548.660 4,389.28 04 TEMPORARY FENCE (FLEXIBLE) M 10.0000 5,100.00 165.000 1,650.00 05 TEMPORARY GATE EA 300.0000 2,100.00 5.000 1,500.00 06 TEMPORARY CULVERT M 375.0000 10,875.00 29.000 10,875.00 07 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.750 11,250.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.013 975.00 0.993 74,475.00 09 TEMPORARY SILT FENCE M 10.0000 860.00 141.000 1,410.00 10 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.011 88.00 0.782 6,256.00 S) 11 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.011 880.00 0.989 79,120.00 S) 12 TYPE III BARRICADE EA 150.0000 2,550.00 17.000 2,550.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 0.150 3,000.00 4.800 96,000.00 14 REMOVE WATER LINE EA 2,500.0000 2,500.00 1.000 2,500.00 15 SALVAGE ROADSIDE SIGN PANEL EA 150.0000 150.00 1.000 150.00 16 RECONSTRUCT FENCE (TYPE WM) M 160.0000 4,160.00 26.000 4,160.00 17 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 300.00 2.000 300.00 18 RESET ROADSIDE SIGN (TWO POST) EA 200.0000 200.00 0.000 0.00 19 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 3,000.00 4.000 4,000.00 20 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 2,000.00 2.500 2,500.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 20.0000 3,000.00 150.000 3,000.00 S) 22 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 2 DATE 01/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 01:20 PM ESTIMATE NO. 35 BID OPENING 01/22/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 24 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 0.962 48,100.00 25 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 26 REMOVE TREE EA 1,000.0000 3,000.00 3.000 3,000.00 S) 27 RECONSTRUCT ROCK SLOPE PROTECTION M3 85.0000 10,200.00 120.000 10,200.00 28 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 29 STRUCTURE EXCAVATION (TYPE A) M3 400.0000 702,800.00 1,309.530 523,812.00 30 STRUCTURE EXCAVATION (TYPE D) M3 225.0000 50,625.00 178.160 40,086.00 31 STRUCTURE EXCAVATION (TYPE DH) M3 550.0000 106,700.00 302.520 166,386.00 32 STRUCTURE BACKFILL (BRIDGE) M3 135.0000 18,225.00 135.000 18,225.00 F) 33 HIGHWAY PLANTING LS 5,000.0000 5,000.00 1.000 5,000.00 S) 34 STRAW (EROSION CONTROL) TONN 2,000.0000 800.00 0.560 1,120.00 S) 35 FIBER (EROSION CONTROL) KG 3.5000 700.00 140.000 490.00 S) 36 COMPOST (EROSION CONTROL) KG 5.0000 1,000.00 140.000 700.00 S) 37 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 1.000 750.00 38 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 1,700.00 11.900 2,380.00 S) 39 STABILIZING EMULSION (EROSION CONTROL) KG 20.0000 400.00 28.000 560.00 S) 40 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 1.000 5,000.00 S) 41 CLASS 2 AGGREGATE BASE M3 100.0000 300.00 3.510 351.00 42 WORK AREA SURFACING LS 200,000.0000 200,000.00 0.850 170,000.00 43 ASPHALT CONCRETE (TYPE B) TONN 75.0000 20,250.00 347.390 26,054.25 44 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 1,050.00 60.500 3,025.00 AREA) 45 MARINE PILE DRIVING ENERGY ATTENUATOR EA 185,000.0000 2,220,000.00 11.000 2,035,000.00 (COFFERDAM) 46 MARINE PILE DRIVING ENERGY ATTENUATOR EA 7,000.0000 336,000.00 36.000 252,000.00 S) (914 MM) 47 MARINE PILE DRIVING ENERGY ATTENUATOR EA 25,000.0000 1,100,000.00 44.000 1,100,000.00 S) (1524 MM) 48 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 300.0000 518,400.00 1,744.223 523,266.90 PILING (914 MM) 49 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 19,000.0000 1,976,000.00 104.000 1,976,000.00 S) PILE (914 MM) PROGRAM CAS145 PAGE 3 DATE 01/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 01:20 PM ESTIMATE NO. 35 BID OPENING 01/22/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 850.0000 947,750.00 1,118.280 950,538.00 PILING (1524 MM) 51 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 41,000.0000 1,804,000.00 44.000 1,804,000.00 S) PILE (1524 MM) 52 SEAL COURSE CONCRETE M3 250.0000 95,000.00 -9.920 -2,480.00 636.470 159,117.50 53 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 2,299,200.00 2,927.150 2,341,720.00 F) 54 STRUCTURAL CONCRETE, BRIDGE M3 1,400.0000 1,229,200.00 127.030 177,842.00 776.900 1,087,660.00 F) 55 DRILL AND BOND DOWEL M 55.0000 437,250.00 232.030 12,761.65 6,321.070 347,658.85 56 FURNISH PRECAST CONCRETE SKIRT M3 1,200.0000 890,400.00 757.910 909,492.00 57 ERECT PRECAST CONCRETE SKIRT EA 7,000.0000 616,000.00 92.000 644,000.00 S) 58 CORE CONCRETE (0 - 50 MM) M 110.0000 211,420.00 104.920 11,541.20 1,858.080 204,388.80 S) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.6500 1,552,402.50 20,392.000 33,646.80 792,785.000 1,308,095.25 SF) 60 ROADSIDE SIGN - ONE POST EA 175.0000 350.00 2.000 350.00 61 ROADSIDE SIGN (ELECTROLIER MOUNTED) EA 150.0000 150.00 1.000 150.00 62 ROCK SLOPE PROTECTION M3 110.0000 10,010.00 91.000 10,010.00 (FACING, METHOD B) 63 ROCK SLOPE PROTECTION FABRIC M2 50.0000 4,250.00 85.000 4,250.00 64 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,200.0000 2,520.00 6.790 8,148.00 65 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 295,200.00 5,952.100 47,616.80 37,026.100 296,208.80 SF) 66 PAINTED STALL LINES AND PAVEMENT M 5.0000 2,300.00 456.000 2,280.00 S) MARKINGS 67 PAINT PAVEMENT MARKING (2-COAT) M2 75.0000 750.00 10.220 766.50 S) 68 RECONSTRUCT EXTINGUISHABLE MESSAGE SIGN LS 8,000.0000 8,000.00 1.000 8,000.00 S) 69 SEISMIC MONITORING ELECTRICAL SYSTEM LS 475,000.0000 475,000.00 0.007 3,325.00 0.751 356,725.00 S) PROGRAM CAS145 PAGE 4 DATE 01/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 01:20 PM ESTIMATE NO. 35 BID OPENING 01/22/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 325,996.45 19,512,275.13 ADJUSTMENT OF COMPENSATION 0.00 401,546.95 EXTRA WORK 2,576.18 639,278.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 328,572.63 20,553,100.32 70 MOBILIZATION LS 2115,000.0000 2,115,000.00 1.000 2,115,000.00 ORIGINAL CONTRACT AMOUNT 22,597,877.50 TOTAL WORK COMPLETED 328,572.63 22,668,100.32 MATERIALS ON HAND ON SITE 19,208.69 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -6,000.00 TOTAL 328,572.63 22,681,309.01 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 02/11/03 770 04/24/03 02/26/03 04/20/06 710 14 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY FITZGERALD, TOM RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/06