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 06/16/04 EST. NO.11 TIME 11:04 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 --------------------------------------------------------------------------- 005 0093 2,347.64 E.W. @ F.A.(+) 011904 N GSJ100 0094 1,124.51 021204 N GSJ101 0095 883.56 021304 N GSJ102 0096 158.54 022004 N GSJ103 0097 562.53 032504 N GSJ104 0098 630.38 031804 N GSJ107 0100 105.27 042104 N GSJ113 0101 141.53 042004 N GSJ114 007 0049 498.52 E.W. @ F.A.(+) 032704 N GSJ111 009 0015 798.13 E.W. @ F.A.(+) 032604 N GSJ106 015 0015 3,236.11 E.W. @ F.A.(+) 042904 N EE0104 0018 2,184.34 050304 N EE0108 0019 3,219.31 050404 N EE0109 0020 2,478.44 050604 N EE0112 0021 1,112.72 050704 N EE0113 0022 2,936.09 051004 N EE0114 0023 704.68 051104 N EE0160 018 0001 1,903.82 E.W. @ F.A.(+) 040204 N GSJ107 019 0025 256.29 E.W. @ F.A.(+) 041604 N GSJ112 0026 3,555.74 052604 N GSJ116 0027 3,459.04 052704 N GSJ117 0028 4,943.85 052804 N GSJ118 0030 3,353.76 060104 N GSJ120 0031 3,477.24 052504 N GSJ121 44,072.04 TOTAL THIS ESTIMATE 590,946.80 TOTAL PREVIOUS ESTIMATE 635,018.84 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 06/16/04 EST. NO.11 TIME 11:04 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 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 11:04 AM ESTIMATE NO. 11 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 06/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 06/16/04 LOCATION PROGRESS ESTIMATE 04-SF-80-8.0/8.0 ----------------- GRANITE CONSTRUCTION COMPANY IN THE CITY AND COUNTY OF SAN 120 GRANITE 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 292,000.00 191.000 382,000.00 03 TEMPORARY FENCE (TYPE CL-2.4, BLACK M 60.0000 26,100.00 116.400 6,984.00 469.900 28,194.00 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 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 0.750 750.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.200 1,000.00 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 0.700 700.00 15 TRAFFIC CONTROL SYSTEM LS 1,000.0000 1,000.00 0.100 100.00 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 12.000 196.80 371.600 6,094.24 S) 21 REMOVE PAINTED TRAFFIC STRIPE M 19.0000 3,705.00 148.840 2,827.96 148.840 2,827.96 S) PROGRAM CAS145 PAGE 2 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 11:04 AM ESTIMATE NO. 11 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 06/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 190.00 27 RELOCATE ROADSIDE SIGN EA 325.0000 975.00 2.000 650.00 2.000 650.00 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 -1,472.000 -7,286.40 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 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 11:04 AM ESTIMATE NO. 11 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 06/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.200 540.00 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 49.370 246.85 258.770 1,293.85 55 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,715.00 106.680 533.40 457.180 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 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 -83.300 -25,406.50 231.700 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 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 11:04 AM ESTIMATE NO. 11 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 06/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,239.00 274.700 19,229.00 S) BLACK VINYL-CLAD) WITH BARBED WIRE EXTENSION ARMS 79 DELINEATOR (CLASS 1) EA 40.0000 960.00 24.000 960.00 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 1,203.250 1,804.88 1,203.250 1,804.88 S) 85 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 540.00 11.220 504.90 11.220 504.90 S) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,120.00 77.000 616.00 77.000 616.00 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 0.750 75,000.00 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 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 11:04 AM ESTIMATE NO. 11 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 06/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -13,049.11 1,420,826.73 ADJUSTMENT OF COMPENSATION 0.00 211,136.24 EXTRA WORK 44,072.04 423,882.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 31,022.93 2,055,845.57 97 MOBILIZATION LS 141,200.0000 141,200.00 1.000 141,200.00 ORIGINAL CONTRACT AMOUNT 1,512,320.00 TOTAL WORK COMPLETED 31,022.93 2,197,045.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 31,022.93 2,187,045.57 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 06/20/04 146 0 19 0 92% 88% PROGRESS IS SATISFACTORY RICHARD DUNCAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/04