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 03/19/05 EST. NO.61 TIME 07:36 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- 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 0320 27,166.00 E.W. @ F.A.(+) 100504 N 225110 0321 602.00 020305 N 248830 0322 602.00 020205 N 248820 0323 684.22 020105 N 248810 0324 651.33 013105 N 248800 0325 674.21 012905 N 248790 0326 700.66 020405 N 248840 0327 634.88 021105 N 249690 0328 602.00 020905 N 249670 0329 569.12 020805 N 249660 0330 552.67 021005 N 249680 0331 634.88 021405 N 250150 0332 569.12 021505 N 250160 0333 706.72 020705 N 249650 002 0049 164.48 E.W. @ F.A.(+) 030305 N 251520 022 0440 2,180.70 E.W. @ F.A.(+) 071202 N 104920 0721 261.36 092502 N 104980 0725 579.76 100703 N 126180 038 0268 844.98 E.W. @ F.A.(+) 120904 N 249460 0269 1,162.22 120704 N 249470 0270 198.70 020405 N 251810 0271 1,259.05 012905 N 251710 0272 173.09 012805 N 251800 073 0193 56.24 E.W. @ F.A.(+) 021202 N 144480 089 1278 -2,108.61 A.C. @ U.P.(-) 010505 N 170144 1279 -1,640.03 010605 N 170145 1280 -1,405.74 011005 N 170146 1281 -2,108.61 011105 N 170147 1282 -1,054.31 011305 N 170148 1283 -468.58 011405 N 170149 1284 -1,405.74 011805 N 170150 1285 -937.16 012505 N 170151 1286 -1,640.03 012705 N 170152 1287 -1,054.31 012805 N 170153 1288 -1,288.60 013105 N 170154 1289 -1,405.74 021105 N 170155 091 0004 1,470.78 E.W. @ F.A.(+) 110602 N 104460 093 0001 9.00 A.C. @ L.S.(+) 031005 N 93-010 104 0001-1 -2,323.00 A.C. @ L.S.(+) 053002 N 3808 0 DAO CORRECTING ENTRY 0001-2 2,332.00 053002 N 3808 0 DAO CORRECTING ENTRY 117 0016 979.52 E.W. @ F.A.(+) 091002 N 105480 150 0028 811.40 E.W. @ F.A.(+) 121103 N 162600 153 0727-1 -33.55 E.W. @ F.A.(+) 042004 N 177210 DAO CORRECTING ENTRY 0727-2 65.22 042004 N 177210 DAO CORRECTING ENTRY 0918-3 -22,282.37 013105 N 247160 DAO CORRECTING ENTRY 0918-4 21,313.60 013105 N 247160 DAO CORRECTING ENTRY 0924 15,831.20 030205 N 251410 0925 21,313.60 030305 N 251510 0926 101.93 013105 N 251650 0927 34.68 021105 N 251660 0928 69.35 022305 N 251670 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 03/19/05 EST. NO.61 TIME 07:36 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 154 0231 4.96 E.W. @ F.A.(+) 082002 N 5083S0 0232 150.96 040902 N 6129S0 0251 2,072.00 082302 N 7959 0 0261-2 247.97 081302 N 7831S0 DAO CORRECTING ENTRY 0275-2 35.76 020603 N 8259S0 DAO CORRECTING ENTRY 0332 267.38 051503 N 9836S0 0337 15.16 052003 N 9837S0 0342 28.56 051003 N 9833S0 0346 424.34 051603 N 9831S0 0356 230.04 040703 N 9792S0 164 0084 1,531.53 E.W. @ F.A.(+) 092502 N 5873 0 0085 144.18 092502 N 5874 0 185 0060-1 -183.79 E.W. @ F.A.(+) 091604 N 237760 DAO CORRECTING ENTRY 0060-2 189.35 091604 N 237760 DAO CORRECTING ENTRY 0065-1 -262.97 092704 N 237780 DAO CORRECTING ENTRY 0065-2 273.85 092704 N 237780 DAO CORRECTING ENTRY 0066-1 -262.97 092404 N 237770 DAO CORRECTING ENTRY 0066-2 273.85 092404 N 237770 DAO CORRECTING ENTRY 0067-1 -262.97 092804 N 237790 DAO CORRECTING ENTRY 0067-2 273.85 092804 N 237790 DAO CORRECTING ENTRY 0069-1 -806.56 032704 N 237750 DAO CORRECTING ENTRY 0069-2 838.52 032704 N 237750 DAO CORRECTING ENTRY 0070-1 -1,107.78 032604 N 237740 DAO CORRECTING ENTRY 0070-2 1,160.27 032604 N 237740 DAO CORRECTING ENTRY 0071-1 -1,052.61 032504 N 237730 DAO CORRECTING ENTRY 0071-2 1,100.53 032504 N 237730 DAO CORRECTING ENTRY 0072-1 -903.39 032404 N 237720 DAO CORRECTING ENTRY 0072-2 944.48 032404 N 237720 DAO CORRECTING ENTRY 0073-1 -997.45 032304 N 237710 DAO CORRECTING ENTRY 0073-2 1,040.81 032304 N 237710 DAO CORRECTING ENTRY 0074-1 -1,099.76 032204 N 237700 DAO CORRECTING ENTRY 0075-1 -1,053.69 031904 N 237690 DAO CORRECTING ENTRY 0075-2 1,094.78 031904 N 237690 DAO CORRECTING ENTRY 0076-1 -1,001.09 031804 N 237680 DAO CORRECTING ENTRY 0076-2 1,042.18 031804 N 237680 DAO CORRECTING ENTRY 0077-1 -902.43 031704 N 237670 DAO CORRECTING ENTRY 0077-2 939.40 031704 N 237670 DAO CORRECTING ENTRY 0078-1 -1,099.26 031604 N 237660 DAO CORRECTING ENTRY 0078-2 1,149.47 031604 N 237660 DAO CORRECTING ENTRY 0079-1 -1,005.93 031204 N 237650 DAO CORRECTING ENTRY 0079-2 1,049.28 031204 N 237650 DAO CORRECTING ENTRY 0088 456.70 020705 N 249710 0089 2,176.65 020305 N 248860 0090 1,934.26 020405 N 248870 208 0300 5,660.43 E.W. @ F.A.(+) 012103 N 8026 0 0903 7,050.09 102303 N 138890 0904 58.72 102303 N 138892 1001 12,290.12 010504 N 150550 1002 144.20 010504 N 150552 1304 11,283.88 111903 N 138929 1305 236.50 111903 N 138923 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 03/19/05 EST. NO.61 TIME 07:36 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1306 6,538.65 112003 N 138939 1307 209.81 112803 N 138933 1308 1,520.61 012104 N 158929 1309 3,500.74 102703 N 132769 1310 102.09 102703 N 132763 1311 2,259.97 121903 N 150439 1312 6,475.97 121103 N 150199 1313 44.04 121103 N 150193 219 0002 549,964.00 A.C. @ U.P.(+) 111903 N 219-02 261 0043 824.73 A.C. @ F.A.(+) 043003 N 9119 0 275 0231 464.00 E.W. @ F.A.(+) 020405 N 248880 289 0003 817,048.40 A.C. @ L.S.(+) 091704 N 289-03 296 0002 21,400.00 E.W. @ F.A.(+) 030805 N 296-02 298 0072 236.62 E.W. @ F.A.(+) 071603 N 108610 322 0304-1 -1,310.41 E.W. @ F.A.(+) 090303 N 122650 DAO CORRECTING ENTRY 0664 155,755.94 030905 N 322-02 327 0003 234.56 E.W. @ F.A.(+) 091103 N 116710 0004 2,436.84 052803 N 102980 0005 154.46 081103 N 114780 0006 2,373.58 081903 N 114790 337 0014 2,835.21 E.W. @ F.A.(+) 071703 N 139060 0015 860.76 071703 N 108010 0016 3,342.53 071503 N 108430 0017 1,704.70 071503 N 108690 0018 541.29 091603 N 120300 356 0405 888.80 A.C. @ L.S.(+) 010405 N 249340 0406 176.00 010505 N 249370 0407 167.20 010505 N 249380 0409 211.20 010505 N 249390 0422 140.80 012605 N 250100 0425 563.20 012505 N 250070 0426 334.40 012405 N 250060 0427 616.00 012405 N 250050 0428 2,534.40 012205 N 250010 0444 176.00 122804 N 249900 0445 68.75 121404 N 249930 381 0012 32,070.00 A.C. @ L.S.(+) 031805 N 381-01 385 1042 80,959.95 E.W. @ F.A.(+) 030905 N 385-01 424 0506 115,241.25 A.C. @ F.A.(+) 030905 N 424-01 426 0013 1,258,343.00 E.W. @ L.S.(+) 031605 N 199363 0014 75,000.00 031605 N 199364 0014-1 -75,000.00 031605 N 199364 DAO CORRECTING ENTRY 430 0046-1 -41,898.72 A.C. @ F.A.(+) 062404 N 208610 DAO CORRECTING ENTRY 0046-2 5,322.37 062404 N 208610 DAO CORRECTING ENTRY 442 0002 90,480.00 A.C. @ L.S.(+) 031605 N 244012 3,237,132.34 TOTAL THIS ESTIMATE 155,615,591.93 TOTAL PREVIOUS ESTIMATE 158,852,724.27 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 03/19/05 EST. NO.61 TIME 07:36 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCS -348,750.00 02 MISSING SUBMITTALS -675,000.00 03 BASELINE SCHEDULE -425,720.00 04 MISSING DOCS 348,750.00 04 MISSING SUBMITTALS 675,000.00 04 BASELINE SCHEDULE 425,720.00 05 BASELINE SCHEDULE -950,000.00 05 CPM BASELINE -904,780.00 05 BASELINE SCHEDULE 950,000.00 06 CPM BASELINE 904,780.00 07 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE 968,982.50 10 BASELINE SCHEDULE 968,982.50 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 CPM UPDATES,01/08 -900,000.00 13 CPM UPDATES 01/08 -264,325.64 13 TRAFFIC DELAY 9/30 -15,500.00 13 CPM SCHEDULE UPDATES -692,474.30 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 STL FAB 300 PLUS MI -13,728.18 14 CPM SCHEDULE UPDATES -22,500.00 15 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -691,727.00 16 CPM UDATE JULY-DEC1 -151,513.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 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 03/19/05 EST. NO.61 TIME 07:36 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 STL FAB +300 MILES -9,892.05 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 403,216.00 31 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 STL FAB +300 MILES -17,179.17 37 STL FAB +300 MILES -9,110.87 38 STL FAB +300 MILES -13,252.21 39 STL FAB + 300 MILES -23,974.56 40 #159 OUT OF COMPLIA -335.50 41 STL FAB + 300 MILES -17,825.38 41 STL FAB + 300 MILES -30,439.58 42 STL FAB + 300 MILES -24,983.59 43 STL FAB + 300 MILES -12,493.82 44 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 03/19/05 EST. NO.61 TIME 07:36 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- STL FAB/MFR +300MILE -37,134.90 45 MHS -9,837,086.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS 9,837,086.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 OUT OF STATE INSPECT -329,687.50 47 STL FAB 300 MI PLUS 261,584.70 47 OUT OF STATE INSPECT -4,160.79 49 OUT OF COMPLIANCE159 -945.00 50 OUT OF COMPLIANCE152 -742.50 50 OUT OF STATE INSPECT -5,626.39 50 CYL TEST FAILURE#159 -405.00 51 OUT OF STATE INSPECT -2,901.41 51 OUT OF STATE INSPECT -52,214.78 52 OUT OF STATE INSPECT -22,592.03 53 OUT OF STATE INSPECT -36,458.23 55 OUT OF STATE INSPECT -10,264.48 56 OUT OF STATE INSPECT -344.24 57 OUT OF STATE INSPECT -25,974.58 58 OUT OF STATE INSPECT -5,062.14 59 OUT OF STATE INSPECT -1,639.48 60 OUT OF STATE INSPECT -92,016.97 61 -92,016.97 -591,659.77 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PAYROLL SUBCNTR-JAN 10,000.00 07 PAYROLL (PROTEST) -10,000.00 08 PAYROLL PROTEST 10,000.00 12 SWPPP VIOLATION -900,000.00 30 WESTAR PAYROLL -10,000.00 30 SWPPP VIOLATION 900,000.00 31 WESTAR PAYROLL - DEC -10,000.00 31 WESTAR PAYROLL DEC -10,000.00 32 WESTAR PAYROLL JAN -10,000.00 33 PAYROLL WESTAR FEB3 -10,000.00 34 WESTAR PAYROLL OCT02 10,000.00 35 WESTAR PAYROLL NOV02 10,000.00 35 WESTAR PAYROLL DEC 10,000.00 35 WESTAR PAYROLL JAN03 10,000.00 35 WESTAR PAYROLL FEB03 10,000.00 35 CERTIFIED PAYROLLS -10,000.00 42 CERTIFIED PAYROLL 10,000.00 43 0.00 0.00 TOTAL DEDUCTIONS -92,016.97 -591,659.77 PROGRAM CAS145 PAGE 1 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 LOCATION PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 28.000 1,260,000.00 1,621.000 72,945,000.00 02 ESTABLISH MARINE ACCESS LS 8250,000.0000 18,250,000.00 1.000 18,250,000.00 03 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 51,000.0000 51,000.00 1.000 51,000.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 4,249.000 21,245.00 05 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 3.000 28,500.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 1,539.600 6,928.20 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 1.000 38,400.00 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 1.000 884,000.00 10 INFORMATIONAL SIGN BOARD EA 2,700.0000 5,400.00 2.000 5,400.00 11 PROGRESS SCHEDULE (CRITICAL PATH) LS 250,000.0000 250,000.00 1.000 250,000.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 1.000 30,000.00 PLAN 13 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 1.000 802,000.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 6,098.740 54,888.66 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 1.000 349,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 1.000 3,534,000.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 7,513.000 18,782.50 127,591.000 318,977.50 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 348.000 2,262.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 702.000 2,808.00 17,731.000 70,924.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 S) 21 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 1,020.000 33,660.00 147,800.000 4,877,400.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 112,434.000 421,627.50 PROGRAM CAS145 PAGE 2 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 703.2500 171,593.00 97.000 68,215.25 2,412.000 1,696,239.00 24 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 3.000 43,761.00 CUSHION/END TREATMENT 25 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 26 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 27 REMOVE STEEL PIPES LF 52.0000 10,400.00 30.000 1,560.00 247.000 12,844.00 28 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 25.000 2,625.00 29 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 84,041.000 63,030.75 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 17,000.000 34,000.00 66,231.000 132,462.00 PAVEMENT MARKING 31 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 32 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 275.000 7,287.50 4,371.000 115,831.50 AND SLOPE PROTECTION MATERIAL 33 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 34 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 S) 35 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 25.000 500.00 S) 36 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 37 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 1,140.000 14,250.00 S) 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 41 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 S) 42 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 190.900 17,181.00 43 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 2,024.660 351,784.68 3,532.390 613,752.76 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 1,599.080 81,553.08 2,401.550 122,479.05 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 1,326.660 26,533.20 3,116.660 62,333.20 46 SURVEY MONUMENT EA 298.0000 58,110.00 158.000 47,084.00 47 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 S) 48 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 49 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 S) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 3,154.000 2,207.80 S) 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 S) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 S) 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 S) (BROKEN 17-7) 55 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 S) 56 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 S) 57 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 58 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.013 10,400.00 0.674 539,200.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.762 533,400.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.032 22,400.00 0.706 494,200.00 S) 61 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.377 263,900.00 S) 62 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.042 29,400.00 0.922 645,400.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.058 40,600.00 0.831 581,700.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.005 3,500.00 0.988 691,600.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.979 1,958,000.00 S) 66 BUILDING WORK LS 50,000.0000 50,000.00 0.950 47,500.00 S) 67 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 600.000 51,000.00 7,016.620 596,412.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.019 35,165.83 0.998 1,847,131.33 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 1.000 600,553.00 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.009 49,868.41 0.995 5,513,229.33 (SUBSTRUCTURE) 71 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.999 542,327.13 (SUBSTRUCTURE) 72 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 35,000.000 1,452,500.00 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 2,422.230 402,090.18 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 5,954.310 672,837.03 F) (SUBSTRUCTURE) 75 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 553.300 37,071.10 21,732.700 1,456,090.90 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 144.000 328,608.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 0.400 459.20 16.000 18,368.00 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 1.000 2,585.00 S) EXTENSION (SUBSTRUCTURE) 80 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 10,855.800 347,385.60 (SUBSTRUCTURE) 81 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 122.000 387,838.00 S) (SUBSTRUCTURE) 82 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 1,073.700 50,463.90 23,895.000 1,123,065.00 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 140.000 358,260.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 6,864.000 439,296.00 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 96.000 4,608.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 1,527.020 12,826,968.00 S) PILING (SUBSTRUCTURE) 87 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 88 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 S) PILE (SUBSTRUCTURE) 89 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 1,049.000 1,800,084.00 CONCRETE PILING (SUBSTRUCTURE) 90 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 S) PILE (SUBSTRUCTURE) 91 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 626.000 1,645,128.00 CONCRETE PILING (SUBSTRUCTURE) 92 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 4.000 576,508.00 S) PILE (SUBSTRUCTURE) 93 MICROPILE EA 102,200.0000 49,158,200.00 464.000 47,420,800.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.985 3,893,777.89 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 6,159.500 2,851,848.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 3,310.000 4,216,940.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 15,400.030 238,700.47 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 1,611.000 48,330.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 192.000 8,448.00 (SUBSTRUCTURE) 00 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 22.000 154,000.00 88.000 616,000.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 66.000 32,142.00 S) UNIT (SUBSTRUCTURE) 02 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 96.000 192,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 74.000 16,872.00 S) (SUBSTRUCTURE) 04 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 05 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 S) (TYPE A) (SUBSTRUCTURE) 06 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 07 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 S) (TYPE C) (SUBSTRUCTURE) 08 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 21.000 7,980,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 21.000 9,358,818.00 S) (TYPE A) (SUBSTRUCTURE) 10 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 11 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 4.000 887,404.00 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 4.000 1,600,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 4.000 1,315,968.00 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 3.000 1,185,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 3.000 889,641.00 S) (TYPE D) (SUBSTRUCTURE) 16 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 17 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 2.000 593,870.00 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 1,252.250 28,801.75 149,948.280 3,448,810.44 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 12,147.080 279,382.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 6,137.200 2,516,252.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 12,858.840 266,820.93 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 512.000 8,960.00 S) (SUBSTRUCTURE) 23 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 825,008.000 742,507.20 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 1,346,689.000 1,750,695.70 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 828,000.000 1,076,400.00 SF)(FENDER)(SUBSTRUCTURE) 26 STEEL CASING LB 3.2200 11,971,960.00 3,718,121.000 11,972,349.62 SF)(SUBSTRUCTURE) 27 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 60.000 2,382,000.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 20,613,547.100 29,683,507.82 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 396,369.000 162,511.29 19,100,495.450 7,831,203.13 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 1,975.000 23,700.00 44,689.000 536,268.00 S) (SUBSTRUCTURE) 31 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 22.000 140,690.00 147.000 940,065.00 SF)(SUBSTRUCTURE) 32 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.145 255,200.00 0.650 1,144,000.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 16,660.000 1,149,540.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 1.000 100,000.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 35,000.000 161,350.00 247,133.200 1,139,284.05 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 2,372.000 9,488.00 179,978.500 719,914.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 1.000 316,536.00 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 1.000 121,137.00 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 1.000 771,564.00 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.048 79,294.75 0.888 1,466,952.91 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 1.000 216,855.00 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 39.600 3,762.00 156.700 14,886.50 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 1.000 46,400.00 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 1.000 188,435.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 1.000 1,121,958.00 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.016 25,847.52 0.912 1,473,308.64 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.997 142,153.26 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 1,441.000 1,119,657.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 1,028.000 896,416.00 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,155.000 125,895.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 13,564.460 14,188,425.16 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 282.000 6,374,328.00 S) (SUPERSTRUCTURE) 54 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 S) (SUPERSTRUCTURE) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 1.000 499,309.00 S) (SUPERSTRUCTURE) 56 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 1.000 34,321.00 S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 SEAL COURSE CONCRETE CY 727.0000 266,082.00 399.200 290,218.40 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 2,888.000 984,808.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 -40.000 -12,240.00 5,999.750 1,835,923.50 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 80.000 20,480.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 23,834.420 381,350.72 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 1,653.000 46,284.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 64.000 8,320,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 3,681.000 276,075.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 464.000 3,619,200.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 66.000 1,551,000.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 64.000 1,543,424.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 4.000 51,652.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 464.000 4,575,504.00 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 66.000 379,698.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 1,751.000 31,518.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 279.500 20,962.50 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 1,680.000 54,600.00 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 9,632.000 317,856.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 816.000 37,536.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 246.590 11,836.32 S) (SUPERSTRUCTURE) 77 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 16.000 368,000.00 S) (SUPERSTRUCTURE) 78 JOINT SEAL (MR 1/2") LF 14.0000 2,380.00 0.000 0.00 S) (SUPERSTRUCTURE) 79 JOINT SEAL (TYPE B-MR 2") LF 107.0000 18,190.00 84.000 8,988.00 84.000 8,988.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 82.000 18,450.00 577.000 129,825.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 270.000 1,508,760.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 122.400 605,635.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 -2,600.000 -2,340.00 3,068,512.000 2,761,660.80 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 4,542,200.00 2,600.000 3,380.00 3,551,511.000 4,616,964.30 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 1,600.000 8,000.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 34,664.700 149,404.86 709,102.060 3,056,229.88 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 177,400.000 374,314.00 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 2,370.200 3,365.68 10,641,436.170 15,110,839.36 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 161,767.500 287,946.15 10,424,699.670 18,555,965.41 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 1,734.000 31,281.36 233,640.000 4,214,865.60 S) (SUPERSTRUCTURE) 91 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 1.500 167,053.50 1.500 167,053.50 (SUPERSTRUCTURE) 92 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 29,063.000 49,407.10 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 29,063.000 224,075.73 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 3.000 43,800.00 115.000 1,679,000.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 1,256.000 232,360.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 4.000 140,540.00 7.600 267,026.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 8.000 887,024.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 1.000 1,900,000.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 2,908.700 180,339.40 266,168.829 16,502,467.40 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 1.000 100,000.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 439,986.800 1,152,765.42 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 108,000.000 474,120.00 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 48,962.000 81,276.92 464,853.900 771,657.47 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 1,101.000 59,454.00 11,434.500 617,463.00 F) (SUPERSTRUCTURE) 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 4,577.200 1,414,354.80 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,227.000 441,720.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:36 AM ESTIMATE NO. 61 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,421,857.83 438,141,146.39 ADJUSTMENT OF COMPENSATION 1,558,429.32 73,213,594.06 EXTRA WORK 1,678,703.02 85,639,130.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,658,990.17 596,993,870.66 08 MOBILIZATION LS 4487,318.0000 44,487,318.00 1.000 44,487,318.00 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 7,658,990.17 641,481,188.66 MATERIALS ON HAND ON SITE 18,132,497.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -92,016.97 -591,659.77 TOTAL 7,566,973.20 659,022,025.89 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 10/13/00 1450 11/13/00 11/13/00 07/01/05 1621 12 212 0 96% 98% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 03/19/05