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 12/23/03 EST. NO.05 TIME 09:27 AM R.E. NAME: RICHARD DUNCAN 04-0120Q4 --------------------------------------------------------------------------- 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 0001 460.98 E.W. @ F.A.(+) 091703 N GSJ001 0002 460.98 091803 N GSJ002 0003 288.11 091903 N GSJ003 0004 141.85 100203 N GSJ004 0005 206.33 100303 N GSJ005 0006 248.65 101703 N GSJ006 0007 248.65 102003 N GSJ007 0008 248.65 102103 N GSJ008 0009 248.65 111103 N GSJ009 0010 248.65 111203 N GSJ010 0011 286.49 111303 N GSJ011 0012 501.05 111403 N GSJ012 0013 248.65 111703 N GSJ013 0014 265.54 111803 N GSJ014 0015 248.65 111903 N GSJ015 0016 248.65 112003 N GSJ016 0017 202.02 112103 N GSJ017 0018 248.65 112403 N GSJ018 0019 316.20 112503 N GSJ019 0020 124.32 112603 N GSJ020 005 0015 1,270.07 E.W. @ F.A.(+) 100103 N GSJ021 0016 1,181.54 092603 N GSJ022 0017 1,398.91 102903 N GSJ024 0018 564.15 111703 N GSJ025 0019 1,165.45 120303 N GSJ026 0020 831.47 111803 N GSJ027 0021 751.39 120203 N GSJ028 12,654.70 TOTAL THIS ESTIMATE 11,436.44 TOTAL PREVIOUS ESTIMATE 24,091.14 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 12/23/03 EST. NO.05 TIME 09:27 AM R.E. NAME: RICHARD DUNCAN 04-0120Q4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 09:27 AM ESTIMATE NO. 05 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 12/23/03 LOCATION RERUN PROGRESS ESTIMATE 04-SF-80-8.0/8.0 ----------------------- GRANIT CONSTRUCTION COMPANY IN THE CITY AND COUNTY OF SAN 120 GRANIT ROCK WAY FRANCISCO AT YERBA BUENA ISLAND SAN JOSE, CA 95136 FED. AID NO. ACBR-080 -1(98)E ,IM-080 -1(98)E ACCESS ROAD RELOCATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 15,000.0000 15,000.00 0.000 0.00 SYSTEM DATA DELIVERY 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 292,000.00 30.000 60,000.00 130.000 260,000.00 03 TEMPORARY FENCE (TYPE CL-2.4, BLACK M 60.0000 26,100.00 353.500 21,210.00 S) VINYL-CLAD) WITH BARBED WIRE EXTENSION ARMS 04 TEMPORARY GATE (TYPE CL-2.4, BLACK EA 500.0000 1,000.00 1.000 500.00 S) VINYL-CLAD) WITH BARBED WIRE EXTENSION ARMS 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.200 1,000.00 0.400 2,000.00 07 NON-STORM WATER DISCHARGES LS 100.0000 100.00 0.000 0.00 08 TEMPORARY SOIL STABILIZER M2 1.4000 2,800.00 0.000 0.00 S) 09 TEMPORARY SILT FENCE M 10.0000 7,000.00 33.100 331.00 196.900 1,969.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 2,000.00 0.100 200.00 0.500 1,000.00 S) 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 1.000 1,000.00 1.000 1,000.00 S) 12 TEMPORARY COVER M2 10.0000 5,000.00 66.500 665.00 961.600 9,616.00 S) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 6,000.00 6.000 3,000.00 S) 14 CONSTRUCTION AREA SIGNS LS 1,000.0000 1,000.00 0.700 700.00 15 TRAFFIC CONTROL SYSTEM LS 1,000.0000 1,000.00 0.200 200.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 480.00 0.000 0.00 17 ABANDON CULVERT EA 500.0000 4,000.00 5.000 2,500.00 18 ABANDON SEWER EA 3,000.0000 3,000.00 0.000 0.00 19 OBLITERATE SURFACING M2 3.5000 8,575.00 2,450.000 8,575.00 20 REMOVE FENCE M 16.4000 3,280.00 317.600 5,208.64 S) 21 REMOVE PAINTED TRAFFIC STRIPE M 19.0000 3,705.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 09:27 AM ESTIMATE NO. 05 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 22 REMOVE ROADSIDE SIGN EA 190.0000 380.00 0.000 0.00 23 REMOVE ASPHALT CONCRETE DIKE M 1.0000 11.00 0.000 0.00 24 REMOVE FIRE HYDRANT EA 1.0000 1.00 1.000 1.00 25 REMOVE INLET EA 1,000.0000 3,000.00 4.000 4,000.00 26 RESET ROADSIDE SIGN (ONE POST) EA 190.0000 190.00 0.000 0.00 27 RELOCATE ROADSIDE SIGN EA 325.0000 975.00 0.000 0.00 28 RELOCATE USCG BUOY AND BELL LS 5,000.0000 5,000.00 0.250 1,250.00 29 ADJUST INLET EA 1,250.0000 2,500.00 0.000 0.00 30 MODIFY INLET WITH MANHOLE FRAME AND EA 2,000.0000 2,000.00 0.000 0.00 COVER 31 RECONSTRUCT SANITARY SEWER MANHOLE EA 1,000.0000 3,000.00 0.000 0.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.9000 738.00 820.000 738.00 S) 33 REMOVE CONCRETE M3 215.0000 5,375.00 4.060 872.90 32.070 6,895.05 34 CLEARING AND GRUBBING LS 1,000.0000 1,000.00 1.000 1,000.00 35 DEMOLISH BUILDING LS 45,000.0000 45,000.00 1.000 45,000.00 S) 36 ROADWAY EXCAVATION M3 20.0000 6,320.00 42.000 840.00 42.000 840.00 37 ROADWAY EXCAVATION (HAZARDOUS) M3 150.0000 85,200.00 560.000 84,000.00 560.000 84,000.00 38 ROADWAY EXCAVATION (CLASS II) M3 100.0000 7,100.00 7.500 750.00 39 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 800.0000 1,600.00 0.000 0.00 F) 40 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 200.0000 6,000.00 22.500 4,500.00 22.500 4,500.00 F) 41 IMPORTED BORROW M3 24.0000 44,400.00 280.000 6,720.00 280.000 6,720.00 42 EROSION CONTROL (NETTING) M2 4.9500 10,197.00 0.000 0.00 S) 43 STABILIZING EMULSION (EROSIION CONTROL) KG 4.0000 120.00 0.000 0.00 S) 44 FIBER (EROSION CONTROL) KG 1.0000 125.00 0.000 0.00 S) 45 COMPOST (EROSION CONTROL) KG 1.3000 494.00 0.000 0.00 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 325.0000 650.00 0.000 0.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 65.0000 1,625.00 0.000 0.00 S) 48 25 MM GATE VALVE EA 1,000.0000 2,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 09:27 AM ESTIMATE NO. 05 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 200 MM GATE VALVE EA 1,500.0000 1,500.00 0.000 0.00 S) 50 300 MM GATE VALVE EA 2,000.0000 2,000.00 0.000 0.00 S) 51 CLASS 3 AGGREGATE BASE M3 40.0000 35,600.00 0.000 0.00 52 ASPHALT CONCRETE (TYPE A) TONN 75.0000 83,625.00 33.300 2,497.50 33.300 2,497.50 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 6,000.00 78.600 786.00 78.600 786.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 655.00 0.000 0.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,715.00 0.000 0.00 56 FURNISH STEEL PILING (W360 X 32.9) M 185.0000 13,690.00 64.000 11,840.00 F) 57 FURNISH STEEL PILING (W360 X 51) M 195.0000 11,505.00 45.600 8,892.00 S) 58 FURNISH STEEL PILING (W360 X 72) M 205.0000 30,545.00 129.000 26,445.00 S) 59 610 MM DRILLED HOLE (SOLDIER PILES) M 110.0000 21,010.00 159.000 17,490.00 F) 60 CLASS 3 CONCRETE M3 460.0000 25,760.00 56.000 25,760.00 F) (ENCASING SOLDIER PILES) 61 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 16,200.00 1.980 1,782.00 1.980 1,782.00 F) 62 MINOR CONCRETE (BACKFILL) M3 150.0000 1,800.00 13.800 2,070.00 63 ROADSIDE SIGN - ONE POST EA 250.0000 750.00 0.000 0.00 64 TIMBER LAGGING M3 1,700.0000 28,900.00 15.000 25,500.00 F) 65 FIBER OPTIC CONDUIT M 305.0000 91,500.00 110.000 33,550.00 S) (100 MM PLASTIC PIPE, SCHEDULE 40) 66 300 MM REINFORCED CONCRETE PIPE M 150.0000 7,500.00 0.000 0.00 67 375 MM REINFORCED CONCRETE PIPE M 150.0000 5,250.00 0.000 0.00 68 450 MM REINFORCED CONCRETE PIPE M 170.0000 17,850.00 0.000 0.00 69 525 MM REINFORCED CONCRETE PIPE M 190.0000 17,100.00 68.200 12,958.00 70 375 MM CONCRETE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 71 525 MM CONCRETE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 72 300 MM VCP SANITARY SEWER PIPE M 190.0000 12,350.00 0.000 0.00 73 SEWER MANHOLE EA 2,000.0000 2,000.00 0.000 0.00 74 ROCK SLOPE PROTECTION M3 900.0000 4,500.00 0.000 0.00 (FACING, METHOD B) 75 ROCK SLOPE PROTECTION FABRIC M2 20.0000 200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 09:27 AM ESTIMATE NO. 05 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 2,200.00 0.000 0.00 CONSTRUCTION) 77 MISCELLANEOUS IRON AND STEEL KG 5.0000 6,480.00 0.000 0.00 SF) 78 CHAIN LINK FENCE (TYPE CL-2.4, M 70.0000 17,500.00 0.000 0.00 S) BLACK VINYL-CLAD) WITH BARBED WIRE EXTENSION ARMS 79 DELINEATOR (CLASS 1) EA 40.0000 960.00 0.000 0.00 80 METAL BEAM GUARD RAILING M 108.0000 11,124.00 0.000 0.00 S) 81 TERMINAL SYSTEM (TYPE SRT) EA 2,800.0000 2,800.00 0.000 0.00 S) 82 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 1,100.00 0.000 0.00 S) 83 RETURN SECTION EA 100.0000 100.00 0.000 0.00 S) 84 PAINT TRAFFIC STRIPE (2-COAT) M 1.5000 3,450.00 0.000 0.00 S) 85 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 540.00 0.000 0.00 S) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,120.00 0.000 0.00 S) 87 LIGHTING AND ELECTRICAL SYSTEM LS 100,000.0000 100,000.00 0.300 30,000.00 0.674 67,400.00 S) 88 SITE SECURITY AND CANOPY LIGHTING LS 35,200.0000 35,200.00 0.200 7,040.00 0.200 7,040.00 S) 89 300 MM WATER DUCTILE IRON PIPE M 300.0000 3,000.00 0.000 0.00 S) 90 200 MM WATER DUCTILE IRON PIPE M 300.0000 1,800.00 6.700 2,010.00 6.700 2,010.00 S) 91 25 MM WATER GALVANIZED STEEL M 100.0000 500.00 0.000 0.00 S) 92 25 MM WATER COPPER M 100.0000 7,200.00 0.000 0.00 S) 93 CONCRETE CANOPY LS 100,000.0000 100,000.00 0.131 13,100.00 0.533 53,300.00 94 INSTALL FIRE HYDRANT EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 S) 95 PREFABRICATED GUARD HOUSE LS 5,000.0000 5,000.00 0.000 0.00 S) 96 4 M SLIDING GATE EA 2,500.0000 5,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 09:27 AM ESTIMATE NO. 05 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 218,344.40 774,243.19 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 12,654.70 24,091.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 230,999.10 798,334.33 97 MOBILIZATION LS 141,200.0000 141,200.00 0.050 7,060.00 1.000 141,200.00 ORIGINAL CONTRACT AMOUNT 1,512,320.00 TOTAL WORK COMPLETED 238,059.10 939,534.33 MATERIALS ON HAND ON SITE 3,499.12 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 238,059.10 943,033.45 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 07/29/03 146 08/13/03 08/13/03 02/06/04 130 0 0 0 60% 89% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H RICHARD DUNCAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/03