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 07/19/04 EST. NO.12 TIME 10:18 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 0040 449.17 E.W. @ F.A.(+) 050604 N GSJ134 0041 680.64 050104 N GSJ136 0043 238.08 041404 N GSJ143 0044 102.29 042904 N GSJ144 0045 520.93 061804 N OF0001 0048 693.00 060904 N GSJ163 0049 1,312.50 060404 N GSJ165 005 0050 491.00 E.W. @ F.A.(+) 021104 N EE0055 0081 1,510.52 042904 N EE0090 0084 1,288.00 042604 N EE0093 0091 1,883.95 051004 N EE0115 0099 799.78 040904 N GSJ108 0102 2,180.99 051304 N EE0117 0103 4,222.82 051404 N EE0119 0104 575.27 052504 N EE0120 0106 3,508.90 111803 N GSJ135 0107 480.08 031604 N GSJ140 0108 344.71 061104 N GSJ141 0109 1,150.00 040104 N 999990 0110 2,139.11 042004 N EE0761 0112 683.81 041904 N EE0721 0113 174.99 052504 N EE1201 0114 715.81 042104 N EE0771 006 0002 2,597.01 E.W. @ F.A.(+) 060304 N GSJ146 0003 2,919.50 060404 N GSJ147 0004 4,196.48 060704 N GSJ148 0005 1,300.74 060804 N GSJ049 0006 1,134.13 060904 N GSJ150 0008 3,165.62 061004 N GSJ152 0009 2,368.77 061404 N GSJ153 0011 556.34 061104 N GSJ164 0012 103.79 060704 N GSJ167 007 0027 569.19 E.W. @ F.A.(+) 101703 N EE0023 0028 838.59 111003 N EE0024 0029 828.02 111203 N EE0025 0051 4,004.58 011704 N EE0281 0052 1,882.22 110703 N 000074 0053 3,374.28 111003 N 000075 0054 2,009.52 111103 N 000076 0055 412.49 111303 N 000077 009 0016 193.02 E.W. @ F.A.(+) 041904 N GSJ145 0021 841.87 060904 N GSJ162 0022 790.81 060304 N GJS168 014 0005 665.25 E.W. @ F.A.(+) 050604 N GSJ133 015 0024 1,137.12 E.W. @ F.A.(+) 051204 N EE0116 0025 807.74 051404 N EE0118 0026 976.87 060704 N EE0121 0031 308.57 041704 N EE1101 0033 1,027.24 042104 N EE0781 0036 953.60 021004 N GSJ159 0038 408.28 060904 N EE0123 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/19/04 EST. NO.12 TIME 10:18 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 --------------------------------------------------------------------------- 016 0003 36,184.18 A.C. @ L.S.(+) 060104 N 0003 0 018 0002 1,219.94 E.W. @ F.A.(+) 060204 N GSJ139 019 0029 3,062.87 E.W. @ F.A.(+) 052904 N GSJ119 0032 420.00 052904 N GSJ122 0033 171.93 040104 N GSJ131 0034 2,298.32 060204 N GSJ132 0037 2,073.44 030304 N 000192 0038 2,724.91 060304 N GSJ169 025 0001 11,232.00 E.W. @ L.S.(+) 052004 N 000010 125,905.58 TOTAL THIS ESTIMATE 635,018.84 TOTAL PREVIOUS ESTIMATE 760,924.42 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 07/19/04 EST. NO.12 TIME 10:18 AM R.E. NAME: RICHARD DUNCAN 04-0120Q4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION OUTSTANDING PAYROLLS -10,000.00 09 0.00 -10,000.00 OTHER OUTSTANDING DOCUMENTS FINAL DBE, FHWA 47 -10,000.00 12 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 07/19/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:18 AM ESTIMATE NO. 12 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 07/19/04 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 292,000.00 123.000 246,000.00 314.000 628,000.00 03 TEMPORARY FENCE (TYPE CL-2.4, BLACK M 60.0000 26,100.00 35.100 2,106.00 505.000 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 0.250 250.00 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 0.300 300.00 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 15.000 285.00 163.840 3,112.96 S) PROGRAM CAS145 PAGE 2 DATE 07/19/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:18 AM ESTIMATE NO. 12 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 07/19/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 975.00 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 07/19/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:18 AM ESTIMATE NO. 12 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 07/19/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,715.00 457.180 2,285.90 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 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 07/19/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:18 AM ESTIMATE NO. 12 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 07/19/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.500 1,295.00 293.200 20,524.00 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 3,450.00 269.200 403.80 1,472.450 2,208.68 S) 85 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 540.00 4.200 189.00 15.420 693.90 S) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,120.00 20.000 160.00 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 0.250 25,000.00 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 07/19/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 10:18 AM ESTIMATE NO. 12 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 07/19/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 276,963.80 1,697,790.53 ADJUSTMENT OF COMPENSATION 36,184.18 247,320.42 EXTRA WORK 89,721.40 513,604.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 402,869.38 2,458,714.95 97 MOBILIZATION LS 141,200.0000 141,200.00 1.000 141,200.00 ORIGINAL CONTRACT AMOUNT 1,512,320.00 TOTAL WORK COMPLETED 402,869.38 2,599,914.95 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 392,869.38 2,579,914.95 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 07/19/04