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 02/17/06 EST. NO.55 TIME 07:12 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 --------------------------------------------------------------------------- 003 0093 71.74 E.W. @ F.A.(+) 021305 N 2331 0 004 0038 7,368.75 E.W. @ F.A.(+) 021306 N 2332 0 005 0034 5,000.00 E.W. @ U.P (+) 021306 N 2333 0 006 0177 -63,839.20 A.C. @ U.P.(-) 021006 N C01770 0178 6,858.96 E.W. @ F.A.(+) 021306 N 2334 0 011 0065 18,885.26 E.W. @ F.A.(+) 021306 N 2335 0 012 0622 143.55 E.W. @ F.A.(+) 021306 N 2336 0 016 0029 -14,232.24 A.C. @ U.P.(-) 021006 N C00290 021 0007 73,618.00 E.W. @ L.S.(+) 021306 Y 2337 0 023 0035 -285.00 A.C. @ U.P.(-) 021006 N C00350 030 0004 10,340.00 E.W. @ L.S.(+) 111005 N 2262 0 0005 20,680.00 121405 N 2289 0 0006 31,020.00 021306 N 2338 0 032 0406 13,511.03 E.W. @ F.A.(+) 021306 N 2339 0 040 0025 2,762.65 E.W. @ L.S.(+) 121405 N 2264 0 0027 8,840.00 E.W. @ U.P (+) 021306 N 2340 0 052 0006 3,689.76 A.C. @ L.S.(+) 021306 N 2341 0 089 0021 8,999.70 E.W. @ L.S.(+) 121405 N 2294 0 104 0002 7,950.59 A.C. @ L.S.(+) 021406 N 2346 0 105 0004 229.04 E.W. @ L.S.(+) 021406 N 2347 0 114 0021 53,887.68 E.W. @ F.A.(+) 021506 N 2352 0 126 0003 279,543.60 A.C. @ L.S.(+) 021406 N 2350 0 129 0001 57,232.00 E.W. @ L.S.(+) 121505 N 2298 0 156 0001 -10,000.00 A.C. @ L.S.(-) 011906 N C001 0 522,275.87 TOTAL THIS ESTIMATE 34,564,918.83 TOTAL PREVIOUS ESTIMATE 35,087,194.70 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 02/17/06 EST. NO.55 TIME 07:12 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 EPEG UPDATE OF LABOR -10,000.00 55 OUT OF CA INSP BI-91 -4,559.67 55 OUT OF INSP BI-72 -23,103.17 55 -37,662.84 -1,049,677.99 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 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 02/17/06 EST. NO.55 TIME 07:12 AM R.E. NAME: COE, DOUG 04-012024 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CONCO PUMPING -10,000.00 40 CONCO PUMPING 10,000.00 41 SMITH EMERY 10,000.00 41 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 0.00 0.00 TOTAL DEDUCTIONS -37,662.84 -1,049,677.99 PROGRAM CAS145 PAGE 1 DATE 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 07:12 AM ESTIMATE NO. 55 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 02/20/06 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 02/17/06 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 0.018 60,382.96 0.928 3,113,077.15 02 ENGINEER'S FIELD OFFICE LS 570,000.0000 570,000.00 0.027 15,390.00 0.970 552,900.00 03 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 82,500.0000 82,500.00 0.962 79,365.00 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 0.872 43,600.00 07 TIME-RELATED OVERHEAD WDAY 208,000.0000 8,000,000.00 19.000 3,952,000.00 977.000 3,216,000.00 08 FURNISH TEMPORARY TOWER(LOCATION AE) LS 1000,000.0000 1,000,000.00 0.990 990,000.00 09 FURNISH TEMPORARY TOWER(LOCATION BE) LS 1000,000.0000 1,000,000.00 0.990 990,000.00 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 0.900 900,000.00 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 0.011 902.00 0.986 80,852.00 17 TEMPORARY CONCRETE WASHOUT FACILITY LS 129,000.0000 129,000.00 0.019 2,451.00 0.976 125,904.00 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 0.500 30,000.00 1.000 60,000.00 22 JACK SUPERSTRUCTURE (FRAME E3) LS 60,000.0000 60,000.00 1.000 60,000.00 PROGRAM CAS145 PAGE 2 DATE 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 07:12 AM ESTIMATE NO. 55 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 02/20/06 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 56,062,720.00 160.000 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 0.077 659,967.00 0.438 3,754,098.00 S) 32 PRESTRESSING, LONGITUDINAL (FRAME 3) LS 8571,000.0000 8,571,000.00 0.038 325,698.00 0.738 6,325,398.00 S) 33 PRESTRESSING, LONGITUDINAL (FRAME 4) LS 4281,000.0000 4,281,000.00 0.042 179,802.00 0.998 4,272,438.00 S) 34 PRESTRESSING, TRANSVERSE LS 4845,000.0000 4,845,000.00 0.021 101,745.00 0.830 4,021,350.00 S) 35 PRESTRESSING, HIGH STRENGTH BARS LS 2569,000.0000 2,569,000.00 0.031 79,639.00 0.866 2,224,754.00 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 1,374.000 1,305,300.00 26,895.500 25,550,725.00 F) 39 STRUCTURAL CONCRETE, M3 425.0000 12,048,750.00 28,315.430 12,034,057.75 F) BRIDGE PIER 40 FURNISH PRECAST CONCRETE PANEL M3 500.0000 6,950,000.00 461.100 230,550.00 12,561.000 6,280,500.00 F) (PRECAST SEGMENT, LIGHTWEIGHT) 41 FURNISH PRECAST CONCRETE PANEL M3 620.0000 1,457,000.00 84.000 52,080.00 2,217.600 1,374,912.00 F) (PIER TABLE, LIGHTWEIGHT) 42 ERECT PRECAST CONCRETE PANEL M3 885.0000 2,079,750.00 84.000 74,340.00 2,268.000 2,007,180.00 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 1,892,800.00 303.333 315,466.32 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 2,476.350 2,850,278.85 74,328.515 85,552,120.77 F) 48 ERECT PRECAST CONCRETE SEGMENT M3 260.0000 25,714,000.00 5,735.000 1,491,100.00 70,211.000 18,254,860.00 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 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 07:12 AM ESTIMATE NO. 55 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 02/20/06 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,910,500.00 276,701.000 401,216.45 16,307,690.000 23,646,150.50 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 3,696.000 110,880.00 139,760.000 4,192,800.00 SF) 65 FURNISH STRUCTURAL STEEL KG 5.8000 15,080,000.00 1,300,000.000 7,540,000.00 1,300,000.000 7,540,000.00 F) (ORTHOTROPIC BOX GIRDER) 66 ERECT STRUCTURAL STEEL KG 0.2500 650,000.00 910,000.000 227,500.00 1,690,000.000 422,500.00 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 6,320,000.00 196,371.000 785,484.00 528,085.000 2,112,340.00 F) (PIPE BEAM) 70 ERECT STRUCTURAL STEEL KG 0.4500 711,000.00 218,511.000 98,329.95 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 6,580,000.00 525,072.000 1,050,144.00 1,801,089.000 3,602,178.00 F) (BRIDGE BIKEPATH) 73 ERECT STRUCTURAL STEEL KG 0.2000 658,000.00 247,017.000 49,403.40 752,197.000 150,439.40 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 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 07:12 AM ESTIMATE NO. 55 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 02/20/06 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.300 30,000.00 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 77.000 723.80 287,831.000 2,705,611.40 SF) 87 WALKWAYS LS 3320,000.0000 3,320,000.00 0.026 86,320.00 0.385 1,278,200.00 88 BRIDGE DECK DRAINAGE SYSTEM LS 693,000.0000 693,000.00 0.370 256,410.00 0.857 593,901.00 S) 89 CONSTRUCTION SURVEYING LS 6196,000.0000 6,196,000.00 0.021 130,116.00 0.902 5,588,792.00 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 71,400.00 107.100 32,130.00 107.100 32,130.00 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 0.396 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 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 07:12 AM ESTIMATE NO. 55 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 02/20/06 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.523 1,046,000.00 S) 13 SUBSTATION EASTBOUND LS 2000,000.0000 2,000,000.00 0.525 1,050,000.00 S) 14 ROADWAY LEVEL WESTBOUND LS 400,000.0000 400,000.00 0.048 19,200.00 0.063 25,200.00 S) 15 GIRDER LEVEL WESTBOUND LS 400,000.0000 400,000.00 0.256 102,400.00 S) 16 ROADWAY LEVEL EASTBOUND LS 400,000.0000 400,000.00 0.072 28,800.00 0.102 40,800.00 S) 17 GIRDER LEVEL EASTBOUND LS 400,000.0000 400,000.00 0.003 1,200.00 0.418 167,200.00 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 0.290 58,000.00 S) REMOTE TERMINAL UNIT SYSTEM 20 CCSF WATER MAIN (12 NPS) M 328.0000 698,640.00 0.000 0.00 21 CCSF SEWER FORCE MAIN (10 NPS) M 171.0000 364,230.00 153.000 26,163.00 775.000 132,525.00 22 CCSF SEWER CASING PIPE (18 NPS) M 250.0000 510,000.00 150.000 37,500.00 708.500 177,125.00 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 0.015 15,000.00 0.229 229,000.00 29 SUBSTATION ARCHITECTURAL WESTBOUND LS 1000,000.0000 1,000,000.00 0.089 89,000.00 0.139 139,000.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 07:12 AM ESTIMATE NO. 55 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 02/20/06 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-012024 TIME 07:12 AM ESTIMATE NO. 55 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 02/20/06 R.E. NAME: COE, DOUG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,308,816.46 835,493,636.50 ADJUSTMENT OF COMPENSATION 202,827.51 7,418,209.04 EXTRA WORK 319,448.36 27,668,985.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 22,831,092.33 870,580,831.20 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 22,831,092.33 969,906,611.20 MATERIALS ON HAND ON SITE 15,249,678.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -37,662.84 -1,049,677.99 TOTAL 22,793,429.49 984,106,611.21 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 04/15/07 977 26 204 0 87% 81% PROGRESS IS SATISFACTORY COE, DOUG RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 02/17/06