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 11/25/03 EST. NO.43 TIME 01:18 PM 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 0033 1,717.63 E.W. @ F.A.(+) 091203 N 125960 0034 914.07 100303 N 129590 0035 97.37 090203 N 115630 0036 99.06 082803 N 115420 0037 206.28 090703 N 122380 022 0500 114.67 E.W. @ F.A.(+) 050703 N 124340 0501 137.60 032402 N 124360 0502 180.55 121202 N 124400 0503 55.86 120402 N 124410 0504 137.36 100102 N 124420 0505 171.49 110202 N 124430 0506 248.63 121202 N 124450 0507 86.91 011303 N 124460 0508 2,108.55 101102 N 124440 0509 117.22 012203 N 124470 0510 114.67 021003 N 124480 0511 195.18 021803 N 124490 0512 2,075.19 042203 N 124390 0513 605.14 031903 N 124370 0514 56.45 040203 N 124380 0515 1,012.11 090303 N 115650 0516 506.06 082903 N 115670 0517 404.84 090203 N 115640 0518 404.84 090303 N 115610 0519 404.84 082703 N 115600 0520 202.42 081103 N 115590 0521 101.21 081303 N 115580 0522 809.69 081203 N 115560 0523 809.69 081503 N 115550 0524 809.69 072803 N 115500 0525 607.27 081403 N 115570 0526 408.02 082603 N 115660 0527 408.02 081803 N 115540 0528 408.02 081903 N 115530 0529 408.02 082003 N 115520 0530 408.02 082103 N 115510 0531 353.10 032003 N 124350 0532 408.02 090903 N 120490 0533 408.02 091003 N 120480 0534 408.02 082203 N 115440 0535 408.02 082503 N 115450 0536 408.02 080803 N 115470 0537 408.02 080603 N 115480 0538 408.02 080703 N 115490 0539 408.02 090803 N 120470 0540 711.65 091103 N 120450 0541 812.86 091203 N 120460 0542 708.48 093003 N 126440 0543 408.02 092203 N 126460 0544 202.42 092903 N 126470 0545 509.23 091903 N 126480 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 11/25/03 EST. NO.43 TIME 01:18 PM 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 --------------------------------------------------------------------------- 0546 812.86 091603 N 126490 0547 509.23 091703 N 126500 0548 408.02 091503 N 126510 0549 202.42 100103 N 126520 0550 408.02 090503 N 126810 0551 509.23 090403 N 126060 0552 202,201.30 E.W. @ U.P (+) 101303 N 125740 0553 2,030.67 101303 N 126050 0554 4,914.18 101303 N 125770 0555 87,320.00 111803 N 134090 0556 116,720.94 111803 N 134080 0557 12,448.89 111803 N 134110 0558 10,683.00 111803 N 134120 0559 130.65 E.W. @ F.A.(+) 052803 N 9909 0 038 0103 278.78 E.W. @ F.A.(+) 051203 N 9856 0 0127 1,951.42 082503 N 118880 0128 1,357.79 082203 N 118890 077 0092 3,114.76 E.W. @ F.A.(+) 062702 N 124330 089 0483-1 -5,314.53 E.W. @ F.A.(+) 090401 N 5506 0 DAO CORRECTING ENTRY 0483-2 5,511.08 090401 N 5506 0 DAO CORRECTING ENTRY 0642 5,652.49 111102 N 6720 0 0669 252.87 112502 N 6893 0 0674 443.28 112502 N 6889 0 0691 317.79 120402 N 6962 0 0692 902.88 120402 N 6961 0 0695-7 -3,707.73 101402 N 6411 0 DAO CORRECTING ENTRY 0746 1,508.22 120902 N 6970 0 0792-2 9,179.43 071602 N 4544 0 DAO CORRECTING ENTRY 0805-1 -9,348.78 071802 N 4778R0 DAO CORRECTING ENTRY 0805-2 10,096.76 071802 N 4778R0 DAO CORRECTING ENTRY 0988 -1,874.32 A.C. @ U.P.(-) 061103 N 109-19 0990 -1,874.32 061303 N 109-21 0991 -1,874.32 061903 N 109-22 0992 -1,874.32 062003 N 109-23 0993 -2,342.90 071703 N 109-24 0994 -2,577.19 071603 N 109-25 0995 -1,874.32 090303 N 096-29 0996 -1,874.32 090403 N 096-30 0997 -1,874.32 090503 N 096-31 0998 -1,757.18 090803 N 124-25 0999 -1,874.32 090903 N 124-26 1000 -1,874.32 091103 N 124-27 1001 -1,874.32 091203 N 124-28 1002 -1,874.32 091503 N 124-29 1003 -1,874.32 091603 N 124-30 1004 -1,757.18 091703 N 124-31 1005 -1,874.32 091803 N 124-32 1006 -1,874.32 091903 N 124-33 1007 -1,874.32 092203 N 124-34 1008 -1,874.32 092303 N 124-35 1009 -1,757.18 092403 N 124-36 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 11/25/03 EST. NO.43 TIME 01:18 PM 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 --------------------------------------------------------------------------- 1010 -1,874.32 092503 N 124-37 1011 -1,757.18 092603 N 124-38 1012 -1,874.32 092903 N 124-39 1013 -1,874.32 101003 N 095-01 1014 -1,874.32 101303 N 095-02 1015 -1,874.32 101403 N 095-03 1016 -1,874.32 101503 N 095-04 1017 -1,874.32 101603 N 095-05 1018 -1,874.32 101703 N 095-06 1019 -1,874.32 102003 N 095-07 1020 -1,874.32 102103 N 095-08 1021 -1,874.32 102203 N 095-09 111 0003 24,394.69 A.C. @ L.S.(+) 040303 N 8521 0 132 0175 9,407.11 E.W. @ F.A.(+) 101802 N 6747 0 0343 549.79 040902 N 132-01 0344 437.06 041102 N 132-02 0345 813.87 042902 N 132-03 0346 910.81 043002 N 132-04 0347 3,040.29 050902 N 132-05 0348 7,351.88 051002 N 132-06 0349 3,531.87 123002 N 132-07 0351 252.84 123002 N 132072 0352 10,699.08 010603 N 132-09 0353 8,703.40 010603 N 132-10 0354 745.05 010603 N 132-11 0355 3,646.05 030703 N 132-12 0356 274.80 030703 N 132122 0357 2,618.20 030603 N 132-13 0358 583.79 030603 N 132132 0359 2,504.69 030703 N 132-14 0360 583.79 030703 N 132142 0361 2,317.18 030803 N 132-15 0362 592.74 030803 N 132152 0363 2,106.47 031303 N 132-16 0364 121.58 031303 N 132162 0365 12,246.28 081902 N 132-17 0366 342.11 081902 N 132172 0367 8,653.57 081602 N 132-18 0368 874.49 081602 N 132182 0369 2,036.35 010803 N 132-19 0370 5,739.12 052002 N 132-20 153 0496 93.18 E.W. @ F.A.(+) 121002 N 7762 0 0639 34.34 091603 N 120210 0640 69.73 091703 N 120220 0641 59.28 092303 N 123390 0643 446.09 092403 N 123400 0644 103.56 092603 N 123410 0646 136.19 062503 N 118740 0647 5,519.05 093003 N 122430 0648 69.73 100203 N 124950 0649 268.56 100103 N 124940 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 11/25/03 EST. NO.43 TIME 01:18 PM 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 --------------------------------------------------------------------------- 0650 92.84 092903 N 124930 0651 6,836.94 103103 N 132110 154 0003 4,619.78 E.W. @ F.A.(+) 112701 N 3761 0 0197-3 -4,497.16 032202 N 4003 0 DAO CORRECTING ENTRY 0197-4 4,595.77 032202 N 4003 0 DAO CORRECTING ENTRY 0202-3 -5,044.30 031902 N 4000 0 DAO CORRECTING ENTRY 0202-4 5,147.02 031902 N 4000 0 DAO CORRECTING ENTRY 0218 4,789.20 081502 N 5085 0 0238 534.32 120402 N 7064 0 0239 1,953.17 120502 N 7065 0 0258 652.36 081302 N 7834 0 0259 1,550.85 081502 N 7835 0 0263 6,450.44 013103 N 8070 0 0282 11,151.40 121802 N 8403 0 0287 9,837.00 031703 N 9033 0 0289 3,421.33 032503 N 9035 0 0290 1,545.55 032403 N 9036 0 0294 5,660.81 031703 N 9040 0 0296 3,555.65 032503 N 9042 0 0317 525.86 031703 N 9412 0 0328 1,435.32 050503 N 9840 0 0329 260.16 050503 N 9840S0 0330 645.51 051503 N 9839 0 0333 1,748.13 051203 N 9835 0 0334 1,590.56 121002 N 9838 0 0335 170.22 121002 N 9838S0 0367 521.19 041003 N 9785 0 0368 87.59 041003 N 9785S0 0410 302.18 031703 N 9033S0 0411 122.28 013103 N 8070S0 0412 113.69 032503 N 9035S0 0413 243.16 032503 N 9042S0 0414 2,786.33 112202 N 7066 0 0415 186.95 032403 N 9036S0 0416 5,931.06 120902 N 7068 0 0417 87.75 120902 N 7068S0 164 0029 890.54 E.W. @ F.A.(+) 051203 N 9468 0 0031 217.36 051403 N 9470 0 0038 401.82 052103 N 9543 0 208 0036 16,443.24 E.W. @ F.A.(+) 050602 N 4617 0 0782 8,266.46 013103 N 8046 0 0783 445.06 013103 N 8046S0 219 0001 549,964.00 A.C. @ U.P.(+) 111903 N 219-01 221 0055 2,168.87 E.W. @ F.A.(+) 072203 N 108770 0056 2,678.60 072103 N 108270 0057 4,198.98 071703 N 108140 0058 4,528.36 071803 N 108150 0059 216.48 090303 N 129630 0060 981.24 092303 N 130040 0061 4,528.20 092403 N 130050 0062 8,621.17 020603 N 8290 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 11/25/03 EST. NO.43 TIME 01:18 PM 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 --------------------------------------------------------------------------- 0063 581.15 020603 N 8290S0 0064 2,917.57 012003 N 7986 0 0066 18,691.20 101303 N 125950 0067 1,589.22 101503 N 125890 228 0003 85,638.84 A.C. @ L.S.(+) 111903 N 228-02 229 0002 12,774.50 E.W. @ L.S.(+) 051603 N 9467 0 230 0082 4,926.95 A.C. @ F.A.(+) 060602 N 5027 0 0415 14,057.66 102602 N 6793D0 0416 25.64 060602 N 5027S0 235 0040-2 1,780.47 E.W. @ F.A.(+) 083002 N 6160 0 DAO CORRECTING ENTRY 238 0002 98,250.00 A.C. @ L.S.(+) 012403 N 4844-1 267 0012 257,771.66 E.W. @ L.S.(+) 101503 N 116620 303 0081 3,434.26 E.W. @ F.A.(+) 082003 N 115000 0082 3,274.94 081403 N 115220 0084 2,243.12 080103 N 111800 312 0006 500,000.00 A.C. @ L.S.(+) 111503 N 101050 313 0001 11,770.00 A.C. @ L.S.(+) 041803 N 8871 0 314 0014 850.88 E.W. @ F.A.(+) 101303 N 125760 322 0001 181.48 E.W. @ F.A.(+) 071103 N 112100 0002 5,779.58 061803 N 112110 0003 1,258.35 061803 N 112113 0004 6.40 061803 N 112114 0041 26,449.86 080103 N 126870 0056 1,237.63 091903 N 124500 0057 8,204.21 091703 N 124520 0058 1,497.45 091803 N 124510 0059 1,346.38 092303 N 123510 0060 11,092.63 092103 N 123490 0061 896.33 092203 N 123500 0081 10,645.72 092003 N 123480 0110 3,396.47 100703 N 124650 0112 6,506.60 091503 N 116560 0117 32,000.00 A.C. @ L.S.(+) 111803 N 322-01 323 0001 32,539.00 E.W. @ L.S.(+) 102903 N 129600 333 0001 10,004.60 A.C. @ L.S.(+) 100603 N 115390 339 0003 65,603.24 E.W. @ L.S.(+) 102303 N 129060 360 0094 154,934.35 A.C. @ L.S.(+) 111903 N 360-01 371 0001 93,294.35 A.C. @ L.S.(+) 111903 N 371-01 378 0001 728.02 A.C. @ F.A.(+) 040703 N 8632 0 2,718,683.69 TOTAL THIS ESTIMATE 42,795,726.41 TOTAL PREVIOUS ESTIMATE 45,514,410.10 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 11/25/03 EST. NO.43 TIME 01:18 PM 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 11/25/03 EST. NO.43 TIME 01:18 PM 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 -24,983.59 -212,580.23 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 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 11/25/03 EST. NO.43 TIME 01:18 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 10,000.00 0.00 TOTAL DEDUCTIONS -14,983.59 -212,580.23 PROGRAM CAS145 PAGE 1 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 LOCATION RERUN 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 1,135.000 51,075,000.00 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 0.020 1,020.00 0.720 36,720.00 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 1.000 9,500.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 133.700 601.65 894.500 4,025.25 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.776 29,798.40 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.888 784,992.00 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 0.032 8,000.00 0.779 194,750.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 0.750 22,500.00 PLAN 13 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 0.024 19,248.00 0.839 672,878.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 231.000 2,079.00 4,968.100 44,712.90 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.013 4,537.00 0.863 301,187.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.783 2,767,122.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 87,556.000 218,890.00 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 278.000 1,807.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 10,679.000 42,716.00 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 4,360.000 143,880.00 99,780.000 3,292,740.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 4,281.000 16,053.75 93,138.000 349,267.50 PROGRAM CAS145 PAGE 2 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 76.000 53,447.00 1,206.000 848,119.50 24 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 1.000 14,587.00 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 10,400.00 217.000 11,284.00 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 82,411.000 61,808.25 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 48,340.000 96,680.00 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 1,335.000 35,377.50 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 0.000 0.00 S) 36 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 37 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 570.000 7,125.00 570.000 7,125.00 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 5.100 459.00 43 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 46 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 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 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,383.000 968.10 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 0.233 186,400.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.524 366,800.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.039 27,300.00 0.063 44,100.00 S) 61 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.000 0.00 S) 62 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.251 175,700.00 0.354 247,800.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.045 31,500.00 0.172 120,400.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.002 1,400.00 0.963 674,100.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.022 44,000.00 0.312 624,000.00 S) 66 BUILDING WORK LS 50,000.0000 50,000.00 0.200 10,000.00 S) 67 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 70.000 5,950.00 3,610.620 306,902.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.109 201,740.80 0.641 1,186,383.95 (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 0.105 581,798.07 0.621 3,440,920.01 (SUBSTRUCTURE) 71 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 72 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 34,999.880 1,452,495.02 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 1,679.350 278,772.10 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 2,749.820 310,729.66 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 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,032.440 605,173.48 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 108.000 246,456.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 3.000 3,444.00 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 0.000 0.00 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 10,121.900 475,729.30 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 116.000 296,844.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 0.000 0.00 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 0.000 0.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 70.300 590,520.00 1,397.820 11,741,688.00 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 1,687,176.00 572.000 1,503,216.00 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 17.000 1,737,400.00 451.600 46,153,520.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.066 260,902.88 0.644 2,545,779.66 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 1,308.500 605,835.50 4,480.500 2,074,471.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 -93.500 -119,119.00 1,266.000 1,612,884.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 211.670 3,280.89 12,438.590 192,798.15 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 1,201.000 36,030.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 0.000 0.00 (SUBSTRUCTURE) 00 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 0.000 0.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 0.000 0.00 S) UNIT (SUBSTRUCTURE) 02 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 0.000 0.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 2.000 760,000.00 20.000 7,600,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 1.110 494,680.38 17.510 7,803,471.58 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 3.470 769,822.97 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 3.000 1,200,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.030 9,869.76 2.920 960,656.64 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 2.000 790,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 1.980 587,163.06 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 2,929.000 67,367.00 119,281.030 2,743,463.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 1,168.500 26,875.50 9,739.580 224,010.34 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 182.000 74,620.00 6,114.200 2,506,822.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 335.000 6,951.25 11,355.840 235,633.68 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 0.000 0.00 S) (SUBSTRUCTURE) 23 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 75,000.000 67,500.00 750,000.000 675,000.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 232,942.000 302,824.60 996,298.000 1,295,187.40 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 94,086.000 122,311.80 376,582.000 489,556.60 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 5.000 198,500.00 38.000 1,508,600.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 881,229.500 1,268,970.48 5,212,808.050 7,506,443.59 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 67,860.000 27,822.60 3,263,183.150 1,337,905.09 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,296.000 51,552.00 16,364.000 196,368.00 S) (SUBSTRUCTURE) 31 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 0.000 0.00 SF)(SUBSTRUCTURE) 32 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.009 15,840.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 827.000 57,063.00 11,321.500 781,183.50 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.049 4,900.00 0.706 70,600.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 14,359.000 66,194.99 51,918.000 239,341.98 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 17,814.000 71,256.00 43,213.500 172,854.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.300 94,960.80 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.250 30,284.25 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.150 115,734.60 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.043 71,034.88 0.180 297,355.32 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.681 147,678.26 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 26.375 2,505.63 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.008 371.20 0.008 371.20 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.500 94,217.50 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.000 0.00 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.033 53,310.51 0.574 927,279.78 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.608 86,689.25 (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 52.000 40,404.00 1,405.000 1,091,685.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 170.000 148,240.00 1,027.600 896,067.20 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,050.000 114,450.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 703.750 736,122.50 4,602.840 4,814,570.64 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 23.150 523,282.60 235.300 5,318,721.20 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 0.075 37,448.18 0.090 44,937.81 S) (SUPERSTRUCTURE) 56 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 0.000 0.00 S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 8,724.00 391.000 284,257.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 107.000 36,487.00 2,137.000 728,717.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 1,097.970 335,978.82 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 10.000 2,560.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 1,573.000 25,168.00 18,031.590 288,505.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 102.000 2,856.00 658.000 18,424.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 4.000 520,000.00 4.000 520,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 955.000 71,625.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 36.000 280,800.00 244.000 1,903,200.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 6.000 141,000.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 4.000 96,464.00 4.000 96,464.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 1.000 12,913.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 19.200 189,331.20 204.400 2,015,588.40 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 6.000 34,518.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 636.000 11,448.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 0.000 0.00 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 157.000 5,102.50 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 60.000 1,980.00 7,420.000 244,860.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 598.000 27,508.00 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 0.000 0.00 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 0.000 0.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 0.000 0.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 0.000 0.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 0.000 0.00 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 117,879.000 106,091.10 1,169,192.270 1,052,273.04 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 36,755.000 47,781.50 989,979.850 1,286,973.81 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 254.000 1,270.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 37,315.490 160,829.76 90,267.450 389,052.71 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 128,694.700 271,545.82 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 319,633.000 453,878.86 5,134,990.200 7,291,686.08 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 253,603.000 451,413.34 5,023,950.200 8,942,631.36 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 4,966.000 89,586.64 111,659.000 2,014,328.36 S) (SUPERSTRUCTURE) 91 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 0.000 0.00 (SUPERSTRUCTURE) 92 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 230.000 391.00 16,356.000 27,805.20 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 230.000 1,773.30 16,356.000 126,104.76 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 70.000 1,022,000.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 0.000 0.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.000 0.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 0.000 0.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.022 41,800.00 0.644 1,223,600.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 20,662.800 1,281,093.60 198,277.280 12,293,191.36 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.115 11,500.00 0.743 74,300.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 8,254.000 21,625.48 305,129.100 799,438.24 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 3,016.000 13,240.24 3,016.000 13,240.24 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 71,254.500 118,282.47 100,459.800 166,763.27 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 0.000 0.00 F) (SUPERSTRUCTURE) 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 274.300 84,758.70 4,544.000 1,404,096.00 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 26.000 9,360.00 1,227.000 441,720.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:18 PM ESTIMATE NO. 43 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 11/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,306,041.36 283,007,710.44 ADJUSTMENT OF COMPENSATION 1,517,433.65 18,444,454.10 EXTRA WORK 1,201,250.04 27,069,956.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 18,024,725.05 328,522,120.54 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 18,024,725.05 373,009,438.54 MATERIALS ON HAND ON SITE 41,116,139.52 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -14,983.59 -212,580.23 TOTAL 18,009,741.46 413,912,997.83 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 04/01/05 1135 0 0 3 68% 78% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/03