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 04/20/05 EST. NO.62 TIME 10:21 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 0026 25.72 E.W. @ F.A.(+) 052703 N 102070 0047-1 -4,915.91 100603 N 131660 DAO CORRECTING ENTRY 0047-2 5,694.20 100603 N 131660 DAO CORRECTING ENTRY 0212-1 -534.97 092404 N 223280 DAO CORRECTING ENTRY 0212-2 851.33 092404 N 223280 DAO CORRECTING ENTRY 0240-1 -1,022.55 100104 N 225220 DAO CORRECTING ENTRY 0240-2 503.34 100104 N 225220 DAO CORRECTING ENTRY 0286-1 -749.99 121704 N 242150 DAO CORRECTING ENTRY 0286-2 1,654.72 121704 N 242150 DAO CORRECTING ENTRY 0334 276.06 100104 N 229340 0335 374.14 060404 N 200840 0336 344.34 091804 N 229320 0337 127.95 092004 N 229330 0338 203.94 071304 N 207040 0339 297.82 071204 N 207030 0340 257.48 032204 N 170160 0342 4,397.27 110103 N 132270 0343 864.54 012304 N 152430 0344 1,526.27 031204 N 166690 003 0071 2,000.00 E.W. @ F.A.(+) 120902 N 117140 0072 1,250.00 050603 N 117230 0083 500.00 021605 N 249450 0084 188.48 032105 N 252570 0085 90.00 012005 N 246220 0086 500.00 032105 N 253710 022 0443-1 -223.67 E.W. @ F.A.(+) 061803 N 107250 DAO CORRECTING ENTRY 0443-2 427.13 061803 N 107250 DAO CORRECTING ENTRY 0664-3 -371.46 062602 N 105780 DAO CORRECTING ENTRY 0664-4 450.34 062602 N 105780 DAO CORRECTING ENTRY 0666-1 -352.83 080403 N 112960 DAO CORRECTING ENTRY 0666-2 587.24 080403 N 112960 DAO CORRECTING ENTRY 0697-1 -338.56 091103 N 116630 DAO CORRECTING ENTRY 0697-2 1,140.58 091103 N 116630 DAO CORRECTING ENTRY 0721-1 -261.36 092502 N 104980 DAO CORRECTING ENTRY 0721-2 321.33 092502 N 104980 DAO CORRECTING ENTRY 0726 13,350.00 040505 N 253700 025 0005 54,717.14 A.C. @ L.S.(+) 120304 N 238862 038 0207-1 -414.54 E.W. @ F.A.(+) 040704 N 187700 DAO CORRECTING ENTRY 0207-2 475.05 040704 N 187700 DAO CORRECTING ENTRY 0208-1 -414.54 040604 N 187680 DAO CORRECTING ENTRY 0208-2 619.40 040604 N 187680 DAO CORRECTING ENTRY 0273 939.56 112904 N 252600 0274 496.76 012605 N 251450 0275 496.76 012705 N 251460 0276 1,304.34 012905 N 252610 040 0004 -3,291.00 A.C. @ L.S.(-) 041105 N 040-01 048 0002 -838.44 A.C. @ L.S.(-) 041105 N 048-02 069 0001 -116,000.00 A.C. @ L.S.(-) 041105 N 069-01 086 0002 55.08 A.C. @ L.S.(+) 111403 N 133860 088 0041 8,523.43 A.C. @ L.S.(+) 092103 N 088-04 089 1290 -1,405.74 A.C. @ U.P.(-) 020405 N 129-01 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 04/20/05 EST. NO.62 TIME 10:21 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 --------------------------------------------------------------------------- 1291 -2,577.19 020505 N 129-02 1292 -820.02 021505 N 129-03 1293 -2,108.61 021705 N 129-04 1294 -1,874.32 030205 N 129-05 1295 -1,874.32 030305 N 129-06 1296 -1,874.32 030405 N 129-07 1297 -1,874.32 030705 N 129-08 1298 -1,874.32 030805 N 129-09 102 0001 -33,583.00 A.C. @ L.S.(-) 040505 N 102-01 104 0003 2,104.72 A.C. @ L.S.(+) 041105 N 133240 116 0001 286.92 A.C. @ L.S.(+) 111403 N 134040 0002 2,310.00 111403 N 134050 0003 3,422.28 111403 N 134060 118 0002 221.04 A.C. @ L.S.(+) 111403 N 133700 0003 2,056.34 111403 N 133710 120 0003 20,248.00 A.C. @ L.S.(+) 031203 N 120-03 137 0002 3,823.66 A.C. @ L.S.(+) 122602 N 7152B0 141 0002 4,570.00 E.W. @ L.S.(+) 041205 N 141-01 149 0002 -7,044.82 A.C. @ L.S.(-) 102604 N 229710 150 0031 604.71 E.W. @ F.A.(+) 032205 N 252580 0032 2,150.34 122104 N 252590 153 0929 37,452.80 E.W. @ F.A.(+) 032505 N 252820 0930 31.45 030705 N 252330 0931 38.86 032205 N 253090 0932 66.68 030205 N 252320 0933 10,656.80 041105 N 254750 156 0002 56.88 A.C. @ L.S.(+) 030904 N 163470 0003 352.00 030904 N 163480 0004 2,987.02 030904 N 163490 163 0003 -55.94 A.C. @ L.S.(-) 041905 N 163-01 167 0002 11,578.10 A.C. @ L.S.(+) 032105 N 252530 182 0001 7,545.55 A.C. @ L.S.(+) 122704 N 242590 185 0088-1 -456.70 E.W. @ F.A.(+) 020705 N 249710 DAO CORRECTING ENTRY 0091 285.86 021705 N 250390 0092 512.32 080702 N 105500 0093 249.61 080802 N 105510 0094 372.28 081902 N 105520 0095 860.04 082002 N 105530 0096 169.70 082202 N 105540 0097 169.70 082302 N 105550 0098 129.34 091602 N 105560 0099 770.56 091802 N 105570 0100 127.90 092002 N 105580 0101 426.32 092402 N 105590 0102 1,641.96 082503 N 115790 0103 1,596.70 082603 N 115800 0104 1,341.26 082703 N 115810 0105 1,770.70 082803 N 115820 0106 624.77 031903 N 103630 0107 304.05 031902 N 3452S0 187 0001 772.00 A.C. @ L.S.(+) 032105 N 252550 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 04/20/05 EST. NO.62 TIME 10:21 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 --------------------------------------------------------------------------- 188 0001 7.26 A.C. @ L.S.(+) 041905 N 188-01 0002 -7.26 A.C. @ L.S.(-) 041905 N 188-02 190 0002 360.80 A.C. @ L.S.(+) 110303 N 133170 191 0001 -36,087.48 A.C. @ L.S.(-) 041205 N 191-01 196 0001 1,084.98 A.C. @ L.S.(+) 010704 N 176710 201 0206 3,867.81 E.W. @ F.A.(+) 042002 N 106310 0207 1,647.40 041702 N 106300 205 0030 5,848.67 E.W. @ U.P (+) 040405 N 253680 221 0106 6,196.96 E.W. @ F.A.(+) 041105 N 221-01 0107 681.67 052802 N 106370 0108 3,183.60 052002 N 106360 0109 3,950.95 050103 N 102660 0110 4,193.96 043003 N 102650 0111 2,951.17 022403 N 103710 0112 3,812.28 092403 N 123440 222 0004 4,888.51 A.C. @ L.S.(+) 032105 N 252560 226 0001 11,644.12 A.C. @ L.S.(+) 022105 N 250260 241 0001 890.58 A.C. @ L.S.(+) 111403 N 133440 248 0001 -265,000.00 A.C. @ L.S.(-) 041205 N 248-01 252 0001 -72,600.00 A.C. @ L.S.(-) 041205 N 252-01 264 0002 258,698.00 A.C. @ L.S.(+) 041105 N 264-02 290 0001 61,585.00 A.C. @ L.S.(+) 041205 N 163400 303 0103 2,543.74 E.W. @ F.A.(+) 082003 N 114750 0112 288.23 121004 N 242280 0113 1,714.96 120704 N 242270 0114 2,679.45 122304 N 243840 0115 1,729.34 122204 N 243830 0116 5,076.99 122104 N 243800 304 0001 47,000.00 A.C. @ L.S.(+) 082503 N 112540 327 0004-1 -2,436.84 E.W. @ F.A.(+) 052803 N 102980 DAO CORRECTING ENTRY 0004-2 6,911.47 052803 N 102980 DAO CORRECTING ENTRY 0004-3 -6,911.47 052803 N 102980 DAO CORRECTING ENTRY 0004-4 6,719.20 052803 N 102980 DAO CORRECTING ENTRY 0006-1 -2,373.58 081903 N 114790 DAO CORRECTING ENTRY 0006-2 7,464.38 081903 N 114790 DAO CORRECTING ENTRY 0007 270.09 081103 N 114789 0008 1,145.23 091103 N 116719 337 0019 5,595.42 E.W. @ F.A.(+) 071803 N 108710 0021 393.46 071403 N 108680 340 0367 7,976.21 E.W. @ F.A.(+) 061804 N 202350 349 0001 126,000.00 A.C. @ L.S.(+) 031605 N 252180 364 0001 77,504.00 A.C. @ L.S.(+) 101804 N 228150 375 0004 200,000.00 A.C. @ L.S.(+) 021605 N 208892 381 0013 25,011.37 A.C. @ L.S.(+) 100504 N 225160 385 0329-2 10.12 E.W. @ F.A.(+) 030904 N 177110 DAO CORRECTING ENTRY 403 0001 4,950,000.00 A.C. @ L.S.(+) 032105 N 403-01 408 0001 89,500.00 A.C. @ L.S.(+) 031605 N 252150 410 0002 25,500.00 E.W. @ L.S.(+) 040505 N 249140 426 0015 1,608,447.00 E.W. @ L.S.(+) 041805 N 199365 442 0003 67,860.00 A.C. @ L.S.(+) 031605 N 244013 445 0001 17,400.00 A.C. @ L.S.(+) 041405 N 445-01 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/20/05 EST. NO.62 TIME 10:21 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 --------------------------------------------------------------------------- 450 0001 195,000.00 A.C. @ L.S.(+) 032105 N 450-01 0002 65,000.00 032105 N 450-02 465 0001 35,000.00 A.C. @ L.S.(+) 040505 N 465-01 466 0001 242,500.00 A.C. @ L.S.(+) 032105 N 466-01 7,855,685.27 TOTAL THIS ESTIMATE 158,852,724.27 TOTAL PREVIOUS ESTIMATE 166,708,409.54 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 04/20/05 EST. NO.62 TIME 10:21 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 04/20/05 EST. NO.62 TIME 10:21 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 04/20/05 EST. NO.62 TIME 10:21 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 OUT OF STATE INSPECT -3,246.83 62 -3,246.83 -594,906.60 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 -3,246.83 -594,906.60 PROGRAM CAS145 PAGE 1 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 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 31.000 1,395,000.00 1,652.000 74,340,000.00 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 177,000.00 127,591.000 318,977.50 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 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 1,100.000 36,300.00 148,900.000 4,913,700.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 112,434.000 421,627.50 PROGRAM CAS145 PAGE 2 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,593.00 112.000 78,764.00 2,524.000 1,775,003.00 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 10,400.00 247.000 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 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 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 2,900.910 504,033.11 6,433.300 1,117,785.88 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 2,021.460 103,094.46 4,423.010 225,573.51 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 1,549.990 30,999.80 4,666.650 93,333.00 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 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.010 8,000.00 0.684 547,200.00 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 0.208 145,600.00 0.914 639,800.00 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 0.922 645,400.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.097 67,900.00 0.928 649,600.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 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 541,450.00 500.000 42,500.00 7,516.620 638,912.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 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 0.995 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 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,488,405.00 482.300 32,314.10 22,215.000 1,488,405.00 (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 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 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 94.500 43,753.50 6,254.000 2,895,602.00 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 88.000 616,000.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 11.000 5,357.00 77.000 37,499.00 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 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 2,280.00 84.000 19,152.00 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 1,647.000 37,881.00 151,595.280 3,486,691.44 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 273,485.00 101.000 2,095.75 12,959.840 268,916.68 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 15,928.000 22,936.32 20,629,475.100 29,706,444.14 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 980,546.000 402,023.86 20,081,041.450 8,233,226.99 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,106.000 37,272.00 47,795.000 573,540.00 S) (SUBSTRUCTURE) 31 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 12.000 76,740.00 159.000 1,016,805.00 SF)(SUBSTRUCTURE) 32 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.102 179,520.00 0.752 1,323,520.00 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 31,359.800 144,568.68 278,493.000 1,283,852.73 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 1,186.000 4,744.00 181,164.500 724,658.00 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 0.111 183,369.11 0.999 1,650,322.03 (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 18.300 1,738.50 175.000 16,625.00 (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 0.029 46,848.63 0.941 1,520,157.27 (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 1.000 1,046.00 13,565.460 14,189,471.16 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 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 350,790.00 979.000 32,307.00 10,611.000 350,163.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 150.000 6,900.00 966.000 44,436.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 32.000 1,536.00 278.590 13,372.32 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 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 577.000 129,825.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 54.000 301,752.00 324.000 1,810,512.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 7.200 35,625.60 129.600 641,260.80 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 3,068,512.000 2,761,660.80 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 941.000 1,223.30 3,552,452.000 4,618,187.60 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 29,218.500 125,931.74 738,320.560 3,182,161.61 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 73,569.330 104,468.45 10,715,005.500 15,215,307.81 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 152,468.600 271,394.11 10,577,168.270 18,827,359.52 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 2,179.000 39,309.16 235,819.000 4,254,174.76 S) (SUPERSTRUCTURE) 91 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 2.500 278,422.50 4.000 445,476.00 (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 43,800.00 118.000 1,722,800.00 (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 11.600 407,566.00 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 17,521,200.00 310.210 19,233.02 266,479.039 16,521,700.42 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 7,340.700 19,232.63 447,327.500 1,171,998.05 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 85.000 373.15 108,085.000 474,493.15 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 43,818.600 72,738.88 508,672.500 844,396.35 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 1,343.370 72,541.98 12,777.870 690,004.98 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 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:21 AM ESTIMATE NO. 62 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 04/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,204,009.34 443,345,155.74 ADJUSTMENT OF COMPENSATION 6,047,203.68 79,260,797.74 EXTRA WORK 1,808,481.59 87,447,611.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,059,694.61 610,053,565.28 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 13,059,694.61 654,540,883.28 MATERIALS ON HAND ON SITE 13,410,407.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,246.83 -594,906.60 TOTAL 13,056,447.78 667,356,383.68 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 1652 12 212 0 98% 99% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 04/20/05