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 09/08/04 EST. NO.13 TIME 10:35 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 0050 321.92 E.W. @ F.A.(+) 052804 N GSJ166 006 0013 479.39 E.W. @ F.A.(+) 061104 N GSJ176 009 0019 587.48 E.W. @ F.A.(+) 021904 N GSJ160 019 0023 245.19 E.W. @ F.A.(+) 040904 N GSJ109 0024 296.33 040704 N GSJ110 020 0001 4,926.94 A.C. @ L.S.(+) 062004 N 0001 0 021 0001 160.00 E.W. @ U.P (+) 040804 N 0001 0 026 0001 21,343.00 E.W. @ L.S.(+) 061804 N 001 0 032 0001 11,763.12 A.C. @ L.S.(+) 060104 N 000010 40,123.37 TOTAL THIS ESTIMATE 760,924.42 TOTAL PREVIOUS ESTIMATE 801,047.79 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 09/08/04 EST. NO.13 TIME 10:35 AM R.E. NAME: RICHARD DUNCAN 04-0120Q4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE TRANSFORMER MANIFEST -2,500.00 13 -2,500.00 -2,500.00 LABOR COMPLIANCE VIOLATION OUTSTANDING PAYROLLS -10,000.00 09 DELINQUENT PAYROLLS -10,000.00 13 -10,000.00 -20,000.00 OTHER OUTSTANDING DOCUMENTS FINAL DBE, FHWA 47 -10,000.00 12 0.00 -10,000.00 TOTAL DEDUCTIONS -12,500.00 -32,500.00 PROGRAM CAS145 PAGE 1 DATE 09/08/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:35 AM ESTIMATE NO. 13 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 06/22/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 09/08/04 LOCATION SEMI-FINAL ESTIMATE 04-SF-80-8.0/8.0 ------------------- GRANTIE CONSTRUCTION COMPANY IN THE CITY AND COUNTY OF SAN 715 COMSTOCK STREET FRANCISCO AT YERBA BUENA ISLAND SANTA CLARS CA 95054 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 292,000.00 314.000 628,000.00 03 TEMPORARY FENCE (TYPE CL-2.4, BLACK M 60.0000 26,100.00 505.000 30,300.00 S) VINYL-CLAD) WITH BARBED WIRE EXTENSION ARMS 04 TEMPORARY GATE (TYPE CL-2.4, BLACK EA 500.0000 1,000.00 2.000 1,000.00 S) VINYL-CLAD) WITH BARBED WIRE EXTENSION ARMS 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 1.000 5,000.00 07 NON-STORM WATER DISCHARGES LS 100.0000 100.00 1.000 100.00 08 TEMPORARY SOIL STABILIZER M2 1.4000 2,800.00 0.000 0.00 S) 09 TEMPORARY SILT FENCE M 10.0000 7,000.00 196.900 1,969.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 2,000.00 1.000 2,000.00 S) 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 1.000 1,000.00 S) 12 TEMPORARY COVER M2 10.0000 5,000.00 1,045.200 10,452.00 S) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 6,000.00 8.000 4,000.00 S) 14 CONSTRUCTION AREA SIGNS LS 1,000.0000 1,000.00 1.000 1,000.00 15 TRAFFIC CONTROL SYSTEM LS 1,000.0000 1,000.00 1.000 1,000.00 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 1.000 3,000.00 19 OBLITERATE SURFACING M2 3.5000 8,575.00 2,450.000 8,575.00 20 REMOVE FENCE M 16.4000 3,280.00 371.600 6,094.24 S) 21 REMOVE PAINTED TRAFFIC STRIPE M 19.0000 3,705.00 163.840 3,112.96 S) PROGRAM CAS145 PAGE 2 DATE 09/08/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:35 AM ESTIMATE NO. 13 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 06/22/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 09/08/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 190.00 27 RELOCATE ROADSIDE SIGN EA 325.0000 975.00 5.000 1,625.00 28 RELOCATE USCG BUOY AND BELL LS 5,000.0000 5,000.00 1.000 5,000.00 29 ADJUST INLET EA 1,250.0000 2,500.00 1.000 1,250.00 30 MODIFY INLET WITH MANHOLE FRAME AND EA 2,000.0000 2,000.00 1.000 2,000.00 COVER 31 RECONSTRUCT SANITARY SEWER MANHOLE EA 1,000.0000 3,000.00 3.000 3,000.00 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 44.760 9,623.40 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 6,320.00 265.950 5,319.00 37 ROADWAY EXCAVATION (HAZARDOUS) M3 150.0000 85,200.00 560.000 84,000.00 38 ROADWAY EXCAVATION (CLASS II) M3 100.0000 7,100.00 15.000 1,500.00 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 F) 41 IMPORTED BORROW M3 24.0000 44,400.00 1,850.000 44,400.00 42 EROSION CONTROL (NETTING) M2 4.9500 10,197.00 2,600.000 12,870.00 S) 43 STABILIZING EMULSION (EROSIION CONTROL) KG 4.0000 120.00 68.000 272.00 S) 44 FIBER (EROSION CONTROL) KG 1.0000 125.00 136.000 136.00 S) 45 COMPOST (EROSION CONTROL) KG 1.3000 494.00 474.000 616.20 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 325.0000 650.00 1.000 325.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 65.0000 1,625.00 33.600 2,184.00 S) 48 25 MM GATE VALVE EA 1,000.0000 2,000.00 2.000 2,000.00 S) PROGRAM CAS145 PAGE 3 DATE 09/08/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:35 AM ESTIMATE NO. 13 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 06/22/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 09/08/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,000.00 S) 51 CLASS 3 AGGREGATE BASE M3 40.0000 35,600.00 834.500 33,380.00 52 ASPHALT CONCRETE (TYPE A) TONN 75.0000 83,625.00 1,865.140 139,885.50 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 6,000.00 168.300 1,683.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 655.00 258.770 1,293.85 55 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,715.00 -32.000 -160.00 425.180 2,125.90 56 FURNISH STEEL PILING (W360 X 32.9) M 185.0000 13,690.00 2.000 370.00 66.000 12,210.00 F) 57 FURNISH STEEL PILING (W360 X 51) M 195.0000 11,505.00 1.400 273.00 47.000 9,165.00 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 16.310 14,679.00 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 3.000 750.00 64 TIMBER LAGGING M3 1,700.0000 28,900.00 15.000 25,500.00 F) 65 FIBER OPTIC CONDUIT M 305.0000 91,500.00 231.700 70,668.50 S) (100 MM PLASTIC PIPE, SCHEDULE 40) 66 300 MM REINFORCED CONCRETE PIPE M 150.0000 7,500.00 43.000 6,450.00 67 375 MM REINFORCED CONCRETE PIPE M 150.0000 5,250.00 39.000 5,850.00 68 450 MM REINFORCED CONCRETE PIPE M 170.0000 17,850.00 93.600 15,912.00 69 525 MM REINFORCED CONCRETE PIPE M 190.0000 17,100.00 88.200 16,758.00 70 375 MM CONCRETE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 71 525 MM CONCRETE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 72 300 MM VCP SANITARY SEWER PIPE M 190.0000 12,350.00 62.200 11,818.00 73 SEWER MANHOLE EA 2,000.0000 2,000.00 1.000 2,000.00 74 ROCK SLOPE PROTECTION M3 900.0000 4,500.00 5.100 4,590.00 (FACING, METHOD B) 75 ROCK SLOPE PROTECTION FABRIC M2 20.0000 200.00 21.800 436.00 PROGRAM CAS145 PAGE 4 DATE 09/08/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:35 AM ESTIMATE NO. 13 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 06/22/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 09/08/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.900 2,950.00 CONSTRUCTION) 77 MISCELLANEOUS IRON AND STEEL KG 5.0000 6,480.00 1,188.000 5,940.00 SF) 78 CHAIN LINK FENCE (TYPE CL-2.4, M 70.0000 17,500.00 -17.700 -1,239.00 275.500 19,285.00 S) BLACK VINYL-CLAD) WITH BARBED WIRE EXTENSION ARMS 79 DELINEATOR (CLASS 1) EA 40.0000 960.00 24.000 960.00 80 METAL BEAM GUARD RAILING M 108.0000 11,124.00 104.800 11,318.40 S) 81 TERMINAL SYSTEM (TYPE SRT) EA 2,800.0000 2,800.00 1.000 2,800.00 S) 82 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 1,100.00 1.000 1,100.00 S) 83 RETURN SECTION EA 100.0000 100.00 1.000 100.00 S) 84 PAINT TRAFFIC STRIPE (2-COAT) M 1.5000 3,450.00 1,472.450 2,208.68 S) 85 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 540.00 15.420 693.90 S) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,120.00 97.000 776.00 S) 87 LIGHTING AND ELECTRICAL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 88 SITE SECURITY AND CANOPY LIGHTING LS 35,200.0000 35,200.00 1.000 35,200.00 S) 89 300 MM WATER DUCTILE IRON PIPE M 300.0000 3,000.00 10.000 3,000.00 S) 90 200 MM WATER DUCTILE IRON PIPE M 300.0000 1,800.00 6.700 2,010.00 S) 91 25 MM WATER GALVANIZED STEEL M 100.0000 500.00 5.200 520.00 S) 92 25 MM WATER COPPER M 100.0000 7,200.00 61.000 6,100.00 S) 93 CONCRETE CANOPY LS 100,000.0000 100,000.00 1.000 100,000.00 94 INSTALL FIRE HYDRANT EA 1,000.0000 1,000.00 1.000 1,000.00 S) 95 PREFABRICATED GUARD HOUSE LS 5,000.0000 5,000.00 1.000 5,000.00 S) 96 4 M SLIDING GATE EA 2,500.0000 5,000.00 2.000 5,000.00 S) PROGRAM CAS145 PAGE 5 DATE 09/08/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:35 AM ESTIMATE NO. 13 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 06/22/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 09/08/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -756.00 1,697,034.53 ADJUSTMENT OF COMPENSATION 16,690.06 264,010.48 EXTRA WORK 23,433.31 537,037.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 39,367.37 2,498,082.32 97 MOBILIZATION LS 141,200.0000 141,200.00 1.000 141,200.00 ORIGINAL CONTRACT AMOUNT 1,512,320.00 TOTAL WORK COMPLETED 39,367.37 2,639,282.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,500.00 -32,500.00 TOTAL 26,867.37 2,606,782.32 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/29/03 146 08/13/03 08/13/03 06/22/04 146 0 168 0 100% 100% RICHARD DUNCAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/08/04