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 05/25/04 EST. NO.10 TIME 07:16 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 0026 206.33 E.W. @ F.A.(+) 020604 N GSJ048 0030 156.40 082003 N GSJ087 0031 1,091.94 120303 N GSJ090 0032 409.18 040304 N GSJ091 0033 477.24 040204 N GSJ092 0035 206.33 021904 N GSJ095 0036 206.33 021004 N GSJ094 0037 424.27 040104 N GSJ096 005 0024 2,415.00 E.W. @ F.A.(+) 101703 N EE0022 0041 528.72 111303 N GSJ033 0052 4,858.91 022004 N EE0057 0058 177.09 032204 N EE0061 0059 2,480.73 032404 N EE0062 0065 651.29 040104 N EE0068 0066 1,562.35 040204 N EE0069 0076 530.80 042304 N EE0081 0078 482.02 042604 N EE0085 0079 888.12 042804 N EE0087 0080 1,184.14 042804 N EE0088 0087 1,367.63 030204 N GSJ077 007 0047 964.78 E.W. @ F.A.(+) 022304 N GSJ073 0048 948.42 032404 N GSJ076 009 0003 734.46 E.W. @ F.A.(+) 010904 N GSJ040 0006 454.40 022404 N GSJ074 0007 397.17 030204 N GSJ078 0008 580.16 021904 N GSJ079 0009 154.04 022504 N GSJ081 0010 139.94 022604 N GSJ082 0011 923.87 030404 N GSJ083 0012 397.31 032504 N GSJ084 0013 482.31 022004 N GSJ080 013 0001 10,518.00 E.W. @ L.S.(+) 050104 N 000010 014 0001 200.94 E.W. @ F.A.(+) 120203 N GSJ035 0002 4,090.43 120103 N GSJ036 0003 1,615.84 112503 N GSJ037 0004 5,317.77 112603 N GSJ038 015 0003 1,664.72 E.W. @ F.A.(+) 042204 N EE0080 0004 2,176.05 042304 N EE0082 0005 1,966.73 042704 N EE0086 0006 3,310.40 042804 N EE0089 016 0001 111,944.53 A.C. @ L.S.(+) 120103 N 0001 0 0002 -850.00 A.C. @ L.S.(-) 050104 N 0002 0 019 0011 4,083.62 E.W. @ F.A.(+) 020504 N GSJ067 0014 1,452.97 021104 N GSJ070 0016 1,425.91 020904 N GSJ072 0019 5,039.39 012404 N GSJ085 0020 3,274.29 012704 N GSJ086 0021 5,291.75 012304 N GSJ088 0022 728.54 021204 N GSJ089 023 0001 8,412.00 A.C. @ L.S.(+) 040104 N 0001 0 024 0001 45,328.20 A.C. @ L.S.(+) 032404 N 0001 0 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 05/25/04 EST. NO.10 TIME 07:16 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 --------------------------------------------------------------------------- 243,473.76 TOTAL THIS ESTIMATE 347,473.04 TOTAL PREVIOUS ESTIMATE 590,946.80 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 05/25/04 EST. NO.10 TIME 07:16 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 07:16 AM ESTIMATE NO. 10 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 05/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 05/25/04 LOCATION RERUN 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 45.000 90,000.00 191.000 382,000.00 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 0.800 4,000.00 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 0.100 200.00 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 0.900 900.00 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 42.000 688.80 359.600 5,897.44 S) 21 REMOVE PAINTED TRAFFIC STRIPE M 19.0000 3,705.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 07:16 AM ESTIMATE NO. 10 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 05/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.750 3,750.00 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 0.500 1,000.00 1.000 2,000.00 COVER 31 RECONSTRUCT SANITARY SEWER MANHOLE EA 1,000.0000 3,000.00 3.000 3,000.00 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 12.690 2,728.35 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 44,400.00 150.000 3,600.00 1,850.000 44,400.00 42 EROSION CONTROL (NETTING) M2 4.9500 10,197.00 4,072.000 20,156.40 4,072.000 20,156.40 S) 43 STABILIZING EMULSION (EROSIION CONTROL) KG 4.0000 120.00 68.000 272.00 68.000 272.00 S) 44 FIBER (EROSION CONTROL) KG 1.0000 125.00 136.000 136.00 136.000 136.00 S) 45 COMPOST (EROSION CONTROL) KG 1.3000 494.00 474.000 616.20 474.000 616.20 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 325.0000 650.00 1.000 325.00 1.000 325.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 65.0000 1,625.00 33.600 2,184.00 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 07:16 AM ESTIMATE NO. 10 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 05/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 960.00 834.500 33,380.00 52 ASPHALT CONCRETE (TYPE A) TONN 75.0000 83,625.00 1,102.300 82,672.50 1,857.940 139,345.50 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 6,000.00 89.700 897.00 168.300 1,683.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 655.00 209.400 1,047.00 209.400 1,047.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,715.00 350.500 1,752.50 350.500 1,752.50 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 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 91,500.00 315.000 96,075.00 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 1.000 250.00 71 525 MM CONCRETE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 07:16 AM ESTIMATE NO. 10 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 05/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.900 2,950.00 CONSTRUCTION) 77 MISCELLANEOUS IRON AND STEEL KG 5.0000 6,480.00 216.000 1,080.00 1,188.000 5,940.00 SF) 78 CHAIN LINK FENCE (TYPE CL-2.4, M 70.0000 17,500.00 257.000 17,990.00 257.000 17,990.00 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 11,124.00 104.800 11,318.40 104.800 11,318.40 S) 81 TERMINAL SYSTEM (TYPE SRT) EA 2,800.0000 2,800.00 1.000 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 1.000 1,100.00 S) 83 RETURN SECTION EA 100.0000 100.00 1.000 100.00 1.000 100.00 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 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 1.000 5,000.00 S) 96 4 M SLIDING GATE EA 2,500.0000 5,000.00 2.000 5,000.00 2.000 5,000.00 S) PROGRAM CAS145 PAGE 5 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120Q4 TIME 07:16 AM ESTIMATE NO. 10 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 05/20/04 R.E. NAME: RICHARD DUNCAN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 263,924.15 1,433,875.84 ADJUSTMENT OF COMPENSATION 164,834.73 211,136.24 EXTRA WORK 78,639.03 379,810.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 507,397.91 2,024,822.64 97 MOBILIZATION LS 141,200.0000 141,200.00 1.000 141,200.00 ORIGINAL CONTRACT AMOUNT 1,512,320.00 TOTAL WORK COMPLETED 507,397.91 2,166,022.64 MATERIALS ON HAND ON SITE 20,957.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 507,397.91 2,176,979.64 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 05/31/04 146 0 19 0 91% 88% PROGRESS IS SATISFACTORY RICHARD DUNCAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/04