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 12/22/03 EST. NO.10 TIME 11:14 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 0020 846.05 E.W. @ F.A.(+) 111303 N NI22 0 0021 839.97 111803 N NI23 0 0022 839.97 111903 N NI24 0 0023 839.97 112003 N NI25 0 0024 839.97 112103 N NI26 0 0025 891.35 120203 N NI27 0 0026 839.97 120303 N NI28 0 0027 839.97 121103 N NI33 0 0028 839.97 121203 N NI34 0 003 0008 615.85 E.W. @ F.A.(+) 111403 Y 0023.0 0009 2,356.15 111803 Y 0027.0 0010 1,763.38 111703 Y 0024.0 0011 615.92 120303 N NI29 0 0012 246.69 111903 Y 0030.0 012 0003 460.00 E.W. @ F.A.(+) 111803 Y 0022.0 13,675.18 TOTAL THIS ESTIMATE 79,097.26 TOTAL PREVIOUS ESTIMATE 92,772.44 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 12/22/03 EST. NO.10 TIME 11:14 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 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 11:14 AM ESTIMATE NO. 10 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 12/19/03 R.E. NAME: ZALAC, BARRY DATE OF THIS ESTIMATE 12/22/03 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 20.000 46,000.00 205.000 471,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 8.0000 5,280.00 150.060 1,200.48 548.660 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 0.300 22,500.00 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 0.507 4,056.00 S) 11 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.068 5,440.00 0.258 20,640.00 S) 12 TYPE III BARRICADE EA 150.0000 2,550.00 4.000 600.00 9.000 1,350.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 0.300 6,000.00 1.050 21,000.00 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 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 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 11:14 AM ESTIMATE NO. 10 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 12/19/03 R.E. NAME: ZALAC, BARRY DATE OF THIS ESTIMATE 12/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 -4.820 -1,928.00 437.930 175,172.00 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 45.100 24,805.00 45.100 24,805.00 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 1.000 185,000.00 4.000 740,000.00 (COFFERDAM) 46 MARINE PILE DRIVING ENERGY ATTENUATOR EA 7,000.0000 336,000.00 0.000 0.00 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 8.930 2,679.00 159.420 47,826.00 PILING (914 MM) 49 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 19,000.0000 1,976,000.00 0.040 760.00 12.000 228,000.00 S) PILE (914 MM) PROGRAM CAS145 PAGE 3 DATE 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 11:14 AM ESTIMATE NO. 10 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 12/19/03 R.E. NAME: ZALAC, BARRY DATE OF THIS ESTIMATE 12/22/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 95,000.00 157.430 39,357.50 53 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 2,299,200.00 74.280 59,424.00 223.420 178,736.00 F) 54 STRUCTURAL CONCRETE, BRIDGE M3 1,400.0000 1,229,200.00 62.730 87,822.00 97.730 136,822.00 F) 55 DRILL AND BOND DOWEL M 55.0000 437,250.00 114.870 6,317.85 636.870 35,027.85 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 211,420.00 157.380 17,311.80 281.820 31,000.20 S) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.6500 1,552,402.50 17,011.000 28,068.15 52,237.000 86,191.05 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 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 1,909.000 15,272.00 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 0.670 5,360.00 1.000 8,000.00 S) 69 SEISMIC MONITORING ELECTRICAL SYSTEM LS 475,000.0000 475,000.00 0.053 25,175.00 0.665 315,875.00 S) PROGRAM CAS145 PAGE 4 DATE 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 11:14 AM ESTIMATE NO. 10 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 12/19/03 R.E. NAME: ZALAC, BARRY DATE OF THIS ESTIMATE 12/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 518,395.28 2,774,532.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,675.18 92,772.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 532,070.46 2,867,305.32 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 532,070.46 4,453,555.32 MATERIALS ON HAND ON SITE 979,590.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 532,070.46 5,433,145.35 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 02/28/06 205 0 0 0 19% 30% PROGRESS IS SATISFACTORY ZALAC, BARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/03