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 12/20/05 EST. NO.53 TIME 08:37 AM R.E. NAME: COE, DOUG 04-012024 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0034-1 -3,052.50 E.W. @ F.A.(+) 080905 N 2156 0 DAO CORRECTING ENTRY 0034-2 2,775.00 080905 N 2156 0 DAO CORRECTING ENTRY 0035-1 -6,431.57 111005 N 2257 0 DAO CORRECTING ENTRY 0035-2 5,846.88 111005 N 2257 0 DAO CORRECTING ENTRY 0036 2,818.75 121305 N 2281 0 005 0032 5,000.00 E.W. @ U.P (+) 121305 N 2282 0 006 0163 100,092.12 E.W. @ F.A.(+) 071305 N 2133 0 0164 42,509.64 071305 N 2134 0 0169 -71,862.94 A.C. @ U.P.(-) 093005 N C01690 0171 8,037.55 E.W. @ F.A.(+) 111005 N 2258 0 0172 -71,862.94 A.C. @ U.P.(-) 112805 N C01720 0173 9,049.25 E.W. @ F.A.(+) 121405 N 2283 0 011 0063 21,305.49 E.W. @ F.A.(+) 121405 N 2284 0 012 0620 133.98 E.W. @ F.A.(+) 121405 N 2285 0 014 0019 7,200.00 E.W. @ L.S.(+) 121405 N 2286 0 0020 7,200.00 121405 N 2287 0 016 0026 -14,232.24 A.C. @ U.P.(-) 112905 N C00260 0027 -14,232.24 112905 N C00270 023 0032 -285.00 A.C. @ U.P.(-) 112905 N C00320 0033 -285.00 112805 N C00330 032 0389 11,274.21 E.W. @ F.A.(+) 091505 N 2220 0 0396 2,934.06 101405 N 2248 0 049 0005-1 -21,869.60 E.W. @ L.S.(+) 111005 N 2266 0 DAO CORRECTING ENTRY 0005-2 17,009.69 121905 N 2266 0 DAO CORRECTING ENTRY 073 0272 242.53 E.W. @ F.A.(+) 111904 N 1781A0 0273 2,211.35 061405 N 2181-1 076 0052 6,606.25 E.W. @ F.A.(+) 121505 N 2300 0 105 0003 1,717.80 E.W. @ L.S.(+) 121505 N 2296 0 114 0018 4,637.97 E.W. @ F.A.(+) 121505 N 2302 0 126 0001 15,530.20 A.C. @ L.S.(+) 121505 N 2297 0 133 0002 2,355.51 E.W. @ F.A.(+) 071404 Y 1442 0 0003 1,773.28 071504 Y 1443 0 0004 1,325.22 071604 Y 1444 0 149 0001 1,436.30 E.W. @ F.A.(+) 120304 Y 1866 0 0002 2,026.75 120404 Y 1867 0 0003 397.13 120704 Y 1868 0 160 0001 196,931.90 E.W. @ F.A.(+) 060705 N 2195 0 0002 234,906.10 070805 N 2196 0 161 0001 455,650.00 E.W. @ L.S.(+) 091405 N 2215 0 966,820.88 TOTAL THIS ESTIMATE 33,315,968.51 TOTAL PREVIOUS ESTIMATE 34,282,789.39 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 12/20/05 EST. NO.53 TIME 08:37 AM R.E. NAME: COE, DOUG 04-012024 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE KOS INSPECTION COST -197,719.28 17 KOS INSPECTION -3,054.57 18 KOS INSPECTION -68,372.00 19 KOS INSPECTION -68,371.60 21 KOS INSPECTION -67,314.00 22 OUT OF CA INSP KOS -131,344.00 23 KOS INSPECTION -138,740.00 27 KOS INSPECTION -18,371.60 29 KOS INSPECTION -138,740.00 31 CCO 32-SLOW PROGRESS -50,000.00 32 STEEL INSPECTIONS -136,743.20 32 REVERSE CC032 DEDUCT 50,000.00 33 STL 4777 CONC. AGG. -1,130.40 34 KOS INSPECT ADJUSTMT 18,370.25 35 MISSING 16E-4E RPT -5,000.00 36 SHIPMENT OF 16E-4E -1,850.00 36 DELINQUENT PR 1391'S -10,000.00 37 REPAY 16E RPT & SHIP 6,850.00 37 PR 1391 FORM 10,000.00 41 FRAME 4 GROUTING -70,000.00 42 REV FRAME 4 GROUTING 70,000.00 43 CONC DEDUCT STL5143 -4,340.00 45 INSPECTION BIKE PATH -56,144.75 53 -56,144.75 -1,012,015.15 LABOR COMPLIANCE VIOLATION PAYROLLS (WESTAR) -10,000.00 10 WESTAR -10,000.00 11 WEST STAR -10,000.00 12 WESTAR -10,000.00 13 MESTAR PAYROLL -10,000.00 14 WESTAR -10,000.00 15 WESTAR PAYROLLS -10,000.00 16 WESTAR DEDUCT RETURN 70,000.00 17 LAWRENCE -10,000.00 19 LAWRENCE -10,000.00 21 TRUCKING -10,000.00 23 TRUCKING -10,000.00 24 LAWRENCE 10,000.00 27 LAWRENCE 10,000.00 27 LAWRENCE -10,000.00 28 LOIS KAY TRUCKING 10,000.00 28 LOIS KAY TRUCKING 10,000.00 29 LAWRENCE 10,000.00 32 RMC & SMITH EMERY -20,000.00 37 CONCO PUMPING -10,000.00 40 CONCO PUMPING 10,000.00 41 SMITH EMERY 10,000.00 41 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/20/05 EST. NO.53 TIME 08:37 AM R.E. NAME: COE, DOUG 04-012024 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ACCRA MISSION PAYROL -10,000.00 42 ACCRA MISSION PAYROL 10,000.00 43 ACCRA + ANNING -10,000.00 44 ARIS HELICOPR PAYROL -10,000.00 46 RETURN ANNING 10,000.00 46 BAY AREA REINF -10,000.00 49 MARTINEZ STEEL -10,000.00 49 BAY AREA REINF 10,000.00 51 MARTINEZ STEEL 10,000.00 51 RMC 10,000.00 51 ARIS HILLICOPTER 10,000.00 53 10,000.00 0.00 TOTAL DEDUCTIONS -46,144.75 -1,012,015.15 PROGRAM CAS145 PAGE 1 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 08:37 AM ESTIMATE NO. 53 BID OPENING 12/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 12/20/05 LOCATION PROGRESS ESTIMATE 04-SF-80-8.7/8.9 ----------------- 04-ALA-80-0.0/1.0 KIEWIT F C I MANSON A JOINT IN SAN FRANCISCO AND ALAMEDA VENTURE COUNTIES IN SAN FRANCISCO AND P O BOX 1769 OAKLAND FROM 1.3 KM EAST OF THE VANCOUVER WA 98668 YERBA BUENA ISLAND TUNNEL EAST PORTAL FED. AID NO. ACIM-080 -1(85)8N REPLACE SFOBB EAST SPAN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TRANSPORTATION FOR THE ENGINEER LS 3354,609.0000 3,354,609.00 0.019 63,737.57 0.891 2,988,956.62 02 ENGINEER'S FIELD OFFICE LS 570,000.0000 570,000.00 0.027 15,390.00 0.916 522,120.00 03 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 82,500.0000 82,500.00 0.020 1,650.00 0.942 77,715.00 SYSTEM DATA DELIVERY 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 2,000.00 0.000 0.00 05 PHOTO SURVEY OF EXISTING BUILDING LS 100,000.0000 100,000.00 0.300 30,000.00 06 PROGRESS SCHEDULE (CRITICAL PATH) LS 50,000.0000 50,000.00 0.014 700.00 0.868 43,400.00 07 TIME-RELATED OVERHEAD WDAY 208,000.0000 8,000,000.00 20.000 4,160,000.00 937.000 94,896,000.00 08 FURNISH TEMPORARY TOWER(LOCATION AE) LS 1000,000.0000 1,000,000.00 0.140 140,000.00 0.990 990,000.00 09 FURNISH TEMPORARY TOWER(LOCATION BE) LS 1000,000.0000 1,000,000.00 0.150 150,000.00 0.950 950,000.00 10 FURNISH TEMPORARY TOWER(LOCATION CE) LS 1000,000.0000 1,000,000.00 0.990 990,000.00 11 FURNISH TEMPORARY TOWER(LOCATION AW) LS 1000,000.0000 1,000,000.00 0.150 150,000.00 0.900 900,000.00 12 FURNISH AND REMOVE TEMPORARY TOWER LS 1000,000.0000 1,000,000.00 0.250 250,000.00 (LOCATION BW) 13 FURNISH TEMPORARY TOWER(LOCATION CW) LS 1000,000.0000 1,000,000.00 0.990 990,000.00 14 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.000 0.00 15 PREPARE STORM WATER POLLUTION LS 20,000.0000 20,000.00 0.750 15,000.00 PREVENTION PLAN 16 WATER POLLUTION CONTROL LS 82,000.0000 82,000.00 0.030 2,460.00 0.963 78,966.00 17 TEMPORARY CONCRETE WASHOUT FACILITY LS 129,000.0000 129,000.00 0.020 2,580.00 0.937 120,873.00 18 TURBIDITY CONTROL LS 143,000.0000 143,000.00 0.800 114,400.00 19 PREPARE CONCRETE BRIDGE DECK SURFACE M2 4.0000 390,400.00 0.000 0.00 S) 20 JACK SUPERSTRUCTURE (FRAME E1) LS 60,000.0000 60,000.00 0.050 3,000.00 21 JACK SUPERSTRUCTURE (FRAME E2) LS 60,000.0000 60,000.00 0.050 3,000.00 22 JACK SUPERSTRUCTURE (FRAME E3) LS 60,000.0000 60,000.00 1.000 60,000.00 PROGRAM CAS145 PAGE 2 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 08:37 AM ESTIMATE NO. 53 BID OPENING 12/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 JACK SUPERSTRUCTURE (FRAME W1) LS 60,000.0000 60,000.00 0.050 3,000.00 24 JACK SUPERSTRUCTURE (FRAME W2) LS 60,000.0000 60,000.00 0.050 3,000.00 25 JACK SUPERSTRUCTURE (FRAME W3) LS 60,000.0000 60,000.00 0.050 3,000.00 26 STRUCTURE EXCAVATION M3 200.0000 13,000,000.00 65,000.000 13,000,000.00 F) (BRIDGE, UNDERWATER) 27 FURNISH 2.5 CAST-IN-STEEL SHELL M 4,065.0000 62,031,900.00 15,260.000 62,031,900.00 CONCRETE PILING 28 DRIVE 2.5 M CAST-IN-STEEL SHELL EA 350,392.0000 56,062,720.00 0.003 1,051.18 160.000 56,062,720.00 S) CONCRETE PILING 29 REDRIVE EXIST 2.438 M STEEL PIPE PILE EA 40,000.0000 120,000.00 3.000 120,000.00 SF) 30 PRESTRESSING, LONGITUDINAL (FRAME 1) LS 8571,000.0000 8,571,000.00 0.257 2,202,747.00 S) 31 PRESTRESSING, LONGITUDINAL (FRAME 2) LS 8571,000.0000 8,571,000.00 0.028 239,988.00 0.335 2,871,285.00 S) 32 PRESTRESSING, LONGITUDINAL (FRAME 3) LS 8571,000.0000 8,571,000.00 0.057 488,547.00 0.619 5,305,449.00 S) 33 PRESTRESSING, LONGITUDINAL (FRAME 4) LS 4281,000.0000 4,281,000.00 0.032 136,992.00 0.904 3,870,024.00 S) 34 PRESTRESSING, TRANSVERSE LS 4845,000.0000 4,845,000.00 0.042 203,490.00 0.809 3,919,605.00 S) 35 PRESTRESSING, HIGH STRENGTH BARS LS 2569,000.0000 2,569,000.00 0.024 61,656.00 0.780 2,003,820.00 S) 36 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 950.0000 29,450,000.00 30,445.730 28,923,443.50 F) 37 STRUCTURAL CONCRETE, M3 1,050.0000 24,150,000.00 23,000.000 24,150,000.00 F) BRIDGE FOOTING (LIGHTWEIGHT) 38 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 29,830,000.00 1,371.000 1,302,450.00 24,680.500 23,446,475.00 F) 39 STRUCTURAL CONCRETE, M3 425.0000 12,048,750.00 596.000 253,300.00 28,315.430 12,034,057.75 F) BRIDGE PIER 40 FURNISH PRECAST CONCRETE PANEL M3 500.0000 6,950,000.00 459.510 229,755.00 11,770.770 5,885,385.00 F) (PRECAST SEGMENT, LIGHTWEIGHT) 41 FURNISH PRECAST CONCRETE PANEL M3 620.0000 1,457,000.00 84.000 52,080.00 2,049.600 1,270,752.00 F) (PIER TABLE, LIGHTWEIGHT) 42 ERECT PRECAST CONCRETE PANEL M3 885.0000 2,079,750.00 84.000 74,340.00 2,100.000 1,858,500.00 SF)(PIER TABLE, LIGHTWEIGHT) 43 PRECAST CONCRETE WALL M3 1,200.0000 4,212,000.00 3,510.000 4,212,000.00 F) (BRIDGE FOOTING) 44 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 45 FURNISH PRECAST CONCRETE FENDER MODULES M3 1,040.0000 1,892,800.00 295.750 307,580.00 295.750 307,580.00 F) 46 ERECT PRECAST CONCRETE FENDER MODULES M3 320.0000 582,400.00 0.000 0.00 SF) 47 FURNISH PRECAST CONCRETE SEGMENT M3 1,151.0000 97,835,000.00 2,424.250 2,790,311.75 70,143.665 80,735,358.42 F) 48 ERECT PRECAST CONCRETE SEGMENT M3 260.0000 25,714,000.00 4,283.000 1,113,580.00 60,270.000 15,670,200.00 SF) 49 FURNISH POLYESTER CONCRETE OVERLAY M3 2,000.0000 3,900,000.00 0.000 0.00 SF)OVERLAY (20 MM) PROGRAM CAS145 PAGE 3 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 08:37 AM ESTIMATE NO. 53 BID OPENING 12/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE POLYESTER CONCRETE OVERLAY M2 18.0000 1,756,800.00 0.000 0.00 SF)(20 MM) 51 FURNISH POLYESTER CONCRETE OVERLAY M3 2,800.0000 386,400.00 0.000 0.00 SF)(13 MM) 52 PLACE POLYESTER CONCRETE OVERLAY M2 53.0000 560,740.00 0.000 0.00 SF)(13 MM) 53 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 54 NEOPRENE BUMPER EA 2,100.0000 84,000.00 30.000 63,000.00 SF) 55 JOINT SEAL (TYPE B - MR 30 MM) M 92.0000 72,680.00 0.000 0.00 S) 56 MODULAR JOINT SEAL ASSEMBLY (HINGE BW) M 33,000.0000 825,000.00 0.000 0.00 S) 57 MODULAR JOINT SEAL ASSEMBLY (HINGE BE) M 33,000.0000 825,000.00 0.000 0.00 S) 58 MODULAR JOINT SEAL ASSEMBLY (HINGE CW) M 34,000.0000 850,000.00 0.000 0.00 S) 59 MODULAR JOINT SEAL ASSEMBLY (HINGE CE) M 34,000.0000 850,000.00 0.000 0.00 S) 60 MODULAR JOINT SEAL ASSEMBLY (HINGE DW) M 32,000.0000 800,000.00 0.000 0.00 S) 61 MODULAR JOINT SEAL ASSEMBLY (HINGE DE) M 32,000.0000 800,000.00 0.000 0.00 S) 62 BAR REINFORCING STEEL (BRIDGE) KG 1.4500 23,910,500.00 341,941.000 495,814.45 15,806,365.000 22,919,229.25 SF) 63 BAR REINFORCING STEEL (EPOXY COATED) KG 2.6000 23,686,000.00 9,113,680.000 23,695,568.00 SF)(BRIDGE) 64 HEADED BAR REINFORCEMENT EA 30.0000 4,215,000.00 4,016.000 120,480.00 132,368.000 3,971,040.00 SF) 65 FURNISH STRUCTURAL STEEL KG 5.8000 15,080,000.00 0.000 0.00 F) (ORTHOTROPIC BOX GIRDER) 66 ERECT STRUCTURAL STEEL KG 0.2500 650,000.00 780,000.000 195,000.00 SF)(ORTHOTROPIC BOX GIRDER) 67 FURNISH STRUCTURAL STEEL KG 5.3500 15,560,000.00 21,600,000.000 15,560,000.00 F) (BRIDGE FOOTING) 68 ERECT STRUCTURAL STEEL KG 2.6500 57,240,000.00 21,600,000.000 57,240,000.00 SF)(BRIDGE FOOTING) 69 FURNISH STRUCTURAL STEEL KG 4.0000 6,320,000.00 135,343.000 541,372.00 F) (PIPE BEAM) 70 ERECT STRUCTURAL STEEL KG 0.4500 711,000.00 71,233.000 32,054.85 SF)(PIPE BEAM) 71 FURNISH STRUCTURAL STEEL EA 7,000.0000 140,000.00 0.000 0.00 SF)(PIPE BEAM FUSE) 72 FURNISH STRUCTURAL STEEL KG 2.0000 6,580,000.00 221,063.000 442,126.00 1,276,017.000 2,552,034.00 F) (BRIDGE BIKEPATH) 73 ERECT STRUCTURAL STEEL KG 0.2000 658,000.00 77,519.000 15,503.80 318,719.000 63,743.80 SF)(BRIDGE BIKEPATH) 74 TRAVELER SUPPORT RAILS KG 3.6500 700,800.00 32,145.140 117,329.76 SF) 75 TRAVELER SCAFFOLD LS 147,000.0000 147,000.00 0.050 7,350.00 S) 76 TRAVELER SCAFFOLD MECHANICAL LS 258,000.0000 258,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 08:37 AM ESTIMATE NO. 53 BID OPENING 12/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SERVICE PLATFORMS EA 25,000.0000 650,000.00 0.000 0.00 78 FURNISH SIGN STRUCTURE (TRUSS) KG 3.0000 87,000.00 0.000 0.00 79 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 29,000.00 0.000 0.00 80 METAL (RAIL MOUNTED SIGN) KG 5.0000 8,250.00 0.000 0.00 81 FURNISH AND INSTALL REINFORCED RECYCLED M3 2,100.0000 819,000.00 0.000 0.00 SF)PLASTIC OR COMPOSITE PLASTIC LUMBAR 82 ULTRA HIGHMOLECULAR WEIGHT M2 400.0000 960,000.00 0.000 0.00 SF)POLYETHYLENE PANEL(50 MM) 83 CLEAN AND PAINT STRUCTURAL STEEL LS 210,000.0000 210,000.00 0.000 0.00 S) (ORTHOTROPIC BOX GIRDER) 84 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 0.100 10,000.00 S) (PIPE BEAM) 85 CLEAN AND PAINT STRUCTURAL STEEL LS 600,000.0000 600,000.00 0.000 0.00 S) (BRIDGE BIKEPATH) 86 MISCELLANEOUS METAL (BRIDGE) KG 9.4000 2,444,000.00 78.000 733.20 277,011.000 2,603,903.40 SF) 87 WALKWAYS LS 3320,000.0000 3,320,000.00 0.359 1,191,880.00 88 BRIDGE DECK DRAINAGE SYSTEM LS 693,000.0000 693,000.00 0.042 29,106.00 0.462 320,166.00 S) 89 CONSTRUCTION SURVEYING LS 6196,000.0000 6,196,000.00 0.029 179,684.00 0.867 5,371,932.00 90 CONCRETE BARRIER (TYPE 732 MODIFIED) M 260.0000 2,111,460.00 0.000 0.00 F) 91 STEEL BARRIER (TYPE 732 MODIFIED) M 300.0000 71,400.00 0.000 0.00 SF) 92 BIKEPATH RAILING M 350.0000 1,456,350.00 0.000 0.00 SF) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 25,150.00 0.000 0.00 94 75 MM PAINT TRAFFIC STRIPE M 0.2500 2,100.00 0.000 0.00 (BLACK, 1-COAT) 95 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 1,319.50 0.000 0.00 96 PAINT PAVEMENT MARKING (2-COAT) M2 22.0000 572.00 0.000 0.00 97 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,200.00 0.000 0.00 98 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 5,437.50 0.000 0.00 99 PILE CORROSION MONITORING SYSTEM LS 200,000.0000 200,000.00 0.852 170,400.00 00 STRONG MOTION DETECTION SYSTEM LS 200,000.0000 200,000.00 0.346 69,200.00 0.396 79,200.00 01 TRAFFIC OPERATION SYSTEM LS 2000,000.0000 2,000,000.00 0.000 0.00 S) 02 CAMERA WITH HOUSING EA 160,000.0000 320,000.00 0.000 0.00 S) 03 PAN AND TILT UNIT EA 60,000.0000 120,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 08:37 AM ESTIMATE NO. 53 BID OPENING 12/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CAMERA CONTROL UNIT EA 50,000.0000 100,000.00 0.000 0.00 S) 05 TRANSMITTER DUPLEX DATA EA 50,000.0000 100,000.00 0.000 0.00 S) 06 PREFORMED LOOP DETECTOR STATION EA 6,000.0000 72,000.00 1.473 8,838.00 S) 07 MICROWAVE VEHICLE DETECTION SENSOR EA 250,000.0000 2,500,000.00 0.000 0.00 S) SYSTEM 08 FIBER OPTIC DATA MODEM EA 4,000.0000 100,000.00 0.000 0.00 S) 09 FIBER OPTIC CABLE M 80.0000 552,000.00 0.000 0.00 S) (72-FIBER) 10 FIBER OPTIC CABLE (12-FIBER) M 40.0000 48,000.00 0.000 0.00 S) 11 FIBER OPTIC SPLICE CLOSURE EA 4,000.0000 112,000.00 0.000 0.00 S) 12 SUBSTATION WESTBOUND LS 2000,000.0000 2,000,000.00 0.071 142,000.00 0.523 1,046,000.00 S) 13 SUBSTATION EASTBOUND LS 2000,000.0000 2,000,000.00 0.061 122,000.00 0.525 1,050,000.00 S) 14 ROADWAY LEVEL WESTBOUND LS 400,000.0000 400,000.00 0.015 6,000.00 S) 15 GIRDER LEVEL WESTBOUND LS 400,000.0000 400,000.00 0.029 11,600.00 0.256 102,400.00 S) 16 ROADWAY LEVEL EASTBOUND LS 400,000.0000 400,000.00 0.015 6,000.00 0.030 12,000.00 S) 17 GIRDER LEVEL EASTBOUND LS 400,000.0000 400,000.00 0.037 14,800.00 0.408 163,200.00 S) 18 NAVIGATION LIGHTING SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 S) 19 SUPERVISORY CONTROL AND DATA ACQUISTION LS 200,000.0000 200,000.00 0.024 4,800.00 0.074 14,800.00 S) REMOTE TERMINAL UNIT SYSTEM 20 CCSF WATER MAIN (12 NPS) M 328.0000 698,640.00 1,250.200 410,065.60 21 CCSF SEWER FORCE MAIN (10 NPS) M 171.0000 364,230.00 210.000 35,910.00 2,199.910 376,184.61 22 CCSF SEWER CASING PIPE (18 NPS) M 250.0000 510,000.00 205.000 51,250.00 1,453.020 363,255.00 23 CCSF WATER CASING PIPE (20 NPS) M 864.0000 10,368.00 0.000 0.00 24 DOMESTIC WATER (2 1/2 NPS) M 264.0000 557,040.00 0.000 0.00 25 COMPRESSED AIR (4 NPS) M 315.0000 664,650.00 0.000 0.00 26 CCSF RECLAIMED WATER (6 NPS) M 220.0000 468,600.00 0.000 0.00 27 CCSF RECLAIMED WATER CASING PIPE M 642.0000 7,704.00 0.000 0.00 (10 NPS) 28 SUBSTATION ARCHITECTURAL EASTBOUND LS 1000,000.0000 1,000,000.00 0.106 106,000.00 0.214 214,000.00 29 SUBSTATION ARCHITECTURAL WESTBOUND LS 1000,000.0000 1,000,000.00 0.050 50,000.00 0.050 50,000.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 08:37 AM ESTIMATE NO. 53 BID OPENING 12/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MARINE PILE DRIVING ENERGY ATTENUATOR LS 2026,000.0000 2,026,000.00 1.000 2,026,000.00 SF) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 FURNISH AND INSTALL CIRCULAR SEGMENTED EA 165,000.0000 7,920,000.00 2.700 445,500.00 25.200 4,158,000.00 BEARING 34 FURNISH AND PLACE CIRCULAR SEGMENTED EA 153,500.0000 2,456,000.00 7.920 1,215,720.00 BEARING 35 FURNISH AND STORE CIRCULAR SEGMENTED EA 79,000.0000 1,264,000.00 3.960 312,840.00 BEARING 36 CORMORANT NESTING HABITAT LS 550,000.0000 550,000.00 0.700 385,000.00 PROGRAM CAS145 PAGE 7 DATE 12/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 08:37 AM ESTIMATE NO. 53 BID OPENING 12/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 12/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,284,145.95 802,543,238.56 ADJUSTMENT OF COMPENSATION -157,230.16 7,072,223.10 EXTRA WORK 1,124,051.04 27,210,566.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,250,966.83 836,826,027.95 37 MOBILIZATION LS 9325,780.0000 99,325,780.00 1.000 99,325,780.00 ORIGINAL CONTRACT AMOUNT 1,043,541,000.00 TOTAL WORK COMPLETED 15,250,966.83 936,151,807.95 MATERIALS ON HAND ON SITE 23,067,034.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -46,144.75 -1,012,015.15 TOTAL 15,204,822.08 958,206,826.80 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 01/22/02 1000 02/06/02 02/06/02 04/15/07 937 26 204 0 84% 78% PROGRESS IS SATISFACTORY COE, DOUG RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 12/20/05