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.11 TIME 07:59 AM R.E. NAME: ZALAC, BARRY 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 --------------------------------------------------------------------------- 001 0029 1,081.47 E.W. @ F.A.(+) 102103 N NI21.1 003 0017 519.23 E.W. @ F.A.(+) 010904 Y 0045.0 0018 3,137.20 112403 Y 0031.0 010 0002 1,439.96 E.W. @ F.A.(+) 122903 Y 0046.0 013 0001 733.72 A.C. @ F.A.(+) 110703 Y 0014.0 0002 613.21 111003 Y 0015.0 0003 354.64 111003 Y 0016.0 0004 1,415.19 111103 Y 0017.0 0005 1,097.45 111103 Y 0018.0 0006 611.43 111203 Y 0019.0 0007 1,989.56 111303 Y 0020.0 0008 3,319.37 111403 Y 0021.0 0009 733.70 110603 Y 0012.0 0010 588.62 110703 Y 0013.0 0011 3,950.47 111703 Y 0025.0 0012 221.86 111703 Y 0026.0 0014 163.32 111803 Y 0029.0 0015 141.84 111203 N NI31 0 0019 4,780.63 112003 Y 0036.0 0020 82.23 120103 Y 0037.0 014 0003 3,478.48 E.W. @ F.A.(+) 120403 N NI30.1 0004 1,704.98 120903 N NI32 0 0005 2,890.97 121003 N NI35 0 35,049.53 TOTAL THIS ESTIMATE 92,772.44 TOTAL PREVIOUS ESTIMATE 127,821.97 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.11 TIME 07:59 AM R.E. NAME: ZALAC, BARRY 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 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 07:59 AM ESTIMATE NO. 11 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 01/20/04 R.E. NAME: ZALAC, BARRY DATE OF THIS ESTIMATE 01/22/04 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 0.250 4,375.00 02 TIME-RELATED OVERHEAD WDAY 2,300.0000 1,725,000.00 19.000 43,700.00 224.000 515,200.00 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 0.000 0.00 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 0.036 2,700.00 0.336 25,200.00 09 TEMPORARY SILT FENCE M 10.0000 860.00 57.000 570.00 10 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.011 88.00 0.518 4,144.00 S) 11 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.030 2,400.00 0.288 23,040.00 S) 12 TYPE III BARRICADE EA 150.0000 2,550.00 9.000 1,350.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 0.150 3,000.00 1.200 24,000.00 14 REMOVE WATER LINE EA 2,500.0000 2,500.00 0.000 0.00 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 0.000 0.00 17 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 300.00 0.000 0.00 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 0.000 0.00 20 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 20.0000 3,000.00 0.000 0.00 S) 22 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 07:59 AM ESTIMATE NO. 11 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 01/20/04 R.E. NAME: ZALAC, BARRY 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 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 0.000 0.00 24 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 0.122 6,100.00 25 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.330 16,500.00 26 REMOVE TREE EA 1,000.0000 3,000.00 0.000 0.00 S) 27 RECONSTRUCT ROCK SLOPE PROTECTION M3 85.0000 10,200.00 0.000 0.00 28 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 29 STRUCTURE EXCAVATION (TYPE A) M3 400.0000 702,800.00 212.530 85,012.00 650.460 260,184.00 30 STRUCTURE EXCAVATION (TYPE D) M3 225.0000 50,625.00 0.000 0.00 31 STRUCTURE EXCAVATION (TYPE DH) M3 550.0000 106,700.00 46.000 25,300.00 91.100 50,105.00 32 STRUCTURE BACKFILL (BRIDGE) M3 135.0000 18,225.00 0.000 0.00 F) 33 HIGHWAY PLANTING LS 5,000.0000 5,000.00 0.000 0.00 S) 34 STRAW (EROSION CONTROL) TONN 2,000.0000 800.00 0.000 0.00 S) 35 FIBER (EROSION CONTROL) KG 3.5000 700.00 0.000 0.00 S) 36 COMPOST (EROSION CONTROL) KG 5.0000 1,000.00 0.000 0.00 S) 37 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 0.000 0.00 38 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 1,700.00 0.000 0.00 S) 39 STABILIZING EMULSION (EROSION CONTROL) KG 20.0000 400.00 0.000 0.00 S) 40 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 41 CLASS 2 AGGREGATE BASE M3 100.0000 300.00 0.000 0.00 42 WORK AREA SURFACING LS 200,000.0000 200,000.00 0.530 106,000.00 43 ASPHALT CONCRETE (TYPE B) TONN 75.0000 20,250.00 0.000 0.00 44 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 1,050.00 0.000 0.00 AREA) 45 MARINE PILE DRIVING ENERGY ATTENUATOR EA 185,000.0000 2,220,000.00 4.000 740,000.00 (COFFERDAM) 46 MARINE PILE DRIVING ENERGY ATTENUATOR EA 7,000.0000 336,000.00 2.000 14,000.00 2.000 14,000.00 S) (914 MM) 47 MARINE PILE DRIVING ENERGY ATTENUATOR EA 25,000.0000 1,100,000.00 0.000 0.00 S) (1524 MM) 48 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 300.0000 518,400.00 111.100 33,330.00 270.520 81,156.00 PILING (914 MM) 49 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 19,000.0000 1,976,000.00 9.300 176,700.00 21.300 404,700.00 S) PILE (914 MM) PROGRAM CAS145 PAGE 3 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 07:59 AM ESTIMATE NO. 11 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 01/20/04 R.E. NAME: ZALAC, BARRY 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 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 850.0000 947,750.00 0.000 0.00 PILING (1524 MM) 51 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 41,000.0000 1,804,000.00 0.000 0.00 S) PILE (1524 MM) 52 SEAL COURSE CONCRETE M3 250.0000 95,000.00 97.170 24,292.50 254.600 63,650.00 53 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 2,299,200.00 223.420 178,736.00 F) 54 STRUCTURAL CONCRETE, BRIDGE M3 1,400.0000 1,229,200.00 21.700 30,380.00 119.430 167,202.00 F) 55 DRILL AND BOND DOWEL M 55.0000 437,250.00 172.500 9,487.50 809.370 44,515.35 56 FURNISH PRECAST CONCRETE SKIRT M3 1,200.0000 890,400.00 0.000 0.00 57 ERECT PRECAST CONCRETE SKIRT EA 7,000.0000 616,000.00 0.000 0.00 S) 58 CORE CONCRETE (0 - 50 MM) M 110.0000 211,420.00 23.180 2,549.80 305.000 33,550.00 S) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.6500 1,552,402.50 55.000 90.75 52,292.000 86,281.80 SF) 60 ROADSIDE SIGN - ONE POST EA 175.0000 350.00 0.000 0.00 61 ROADSIDE SIGN (ELECTROLIER MOUNTED) EA 150.0000 150.00 1.000 150.00 62 ROCK SLOPE PROTECTION M3 110.0000 10,010.00 0.000 0.00 (FACING, METHOD B) 63 ROCK SLOPE PROTECTION FABRIC M2 50.0000 4,250.00 0.000 0.00 64 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,200.0000 2,520.00 0.000 0.00 65 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 295,200.00 4,255.000 34,040.00 SF) 66 PAINTED STALL LINES AND PAVEMENT M 5.0000 2,300.00 0.000 0.00 S) MARKINGS 67 PAINT PAVEMENT MARKING (2-COAT) M2 75.0000 750.00 0.000 0.00 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 0.665 315,875.00 S) PROGRAM CAS145 PAGE 4 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 07:59 AM ESTIMATE NO. 11 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 01/20/04 R.E. NAME: ZALAC, BARRY 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 453,030.55 3,227,563.43 ADJUSTMENT OF COMPENSATION 20,797.24 20,797.24 EXTRA WORK 14,252.29 107,024.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 488,080.08 3,355,385.40 70 MOBILIZATION LS 2115,000.0000 2,115,000.00 0.750 1,586,250.00 ORIGINAL CONTRACT AMOUNT 22,597,877.50 TOTAL WORK COMPLETED 488,080.08 4,941,635.40 MATERIALS ON HAND ON SITE 1,033,253.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 488,080.08 5,974,888.71 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 02/28/06 224 0 0 0 22% 32% PROGRESS IS SATISFACTORY ZALAC, BARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/04