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 06/16/04 EST. NO.51 TIME 08:48 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 0059 4,147.87 E.W. @ F.A.(+) 101303 N 142420 0116 1,330.43 042904 N 181270 0124 24,037.09 022604 N 187740 0125 1,440.19 050704 N 186510 0126 478.35 041704 N 177130 0129 791.68 103103 N 132130 0130 24.80 041904 N 177140 0131 24.80 042004 N 177150 0132 421.99 101703 N 128710 0133 1,659.32 042304 N 177180 0134 1,201.25 041604 N 174800 0135 49.23 050304 N 186480 0136 1,310.52 050504 N 186490 0137 1,310.52 050604 N 186500 0138 1,475.71 041504 N 174790 0139 1,432.34 041404 N 174780 0140 24.62 041304 N 174770 0141 558.66 031603 N 103190 0142 1,375.36 043004 N 181280 0143 1,520.88 032604 N 170200 0144 1,505.03 051404 N 188290 0145 518.09 050804 N 188280 0146 797.31 100303 N 124890 0147 24.82 032304 N 170170 0148 25.01 032404 N 170180 0149 24.82 032504 N 170190 002 0002-1 -7,500.00 E.W. @ F.A.(+) 120100 Y 002 0 DAO CORRECTING ENTRY 0002-2 3,750.00 120100 Y 117320 DAO CORRECTING ENTRY 0035 2,467.03 020404 N 189770 0036 40.62 051704 N 187490 0037 299.93 032003 N 117640 0038 399.18 022802 N 117530 0039 403.91 031902 N 117580 003 0030 1,250.00 E.W. @ F.A.(+) 032904 N 190260 0031 337.50 011504 N 188870 0032 650.00 052004 N 188880 0033 500.01 032904 N 190250 022 0684 6,794.25 E.W. @ F.A.(+) 051704 N 187520 038 0175 2,989.58 E.W. @ F.A.(+) 091203 N 176790 0176 720.85 081403 N 182380 0177 6,973.37 082203 N 182360 0178 3,618.80 081603 N 182370 0179 655.88 093003 N 182340 0180 281.53 041704 N 182030 0181 637.38 041604 N 182020 0182 1,411.42 030404 N 171830 0183 850.15 030504 N 171840 0184 2,196.35 031204 N 171850 0185 2,058.74 012804 N 182210 0186 878.71 013004 N 182220 0187 836.72 012604 N 182260 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 06/16/04 EST. NO.51 TIME 08:48 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 --------------------------------------------------------------------------- 0188 3,407.12 012404 N 182270 0189 1,770.11 030504 N 182250 0190 874.50 030904 N 182200 0191 1,253.08 020304 N 182230 0192 1,430.01 022404 N 182240 0193 4,969.87 090903 N 182310 0194 39.38 090903 N 182312 0195 1,411.22 090803 N 182320 0196 19.69 090803 N 182322 0197 3,326.85 090703 N 182330 0198 33.22 090703 N 182332 0199 14.77 020304 N 182232 0200 14.77 093003 N 182342 0201 2,799.62 092003 N 182280 0202 911.53 091803 N 182290 0203 59.06 082203 N 182362 0204 1,583.23 082303 N 182350 0205 22.15 082303 N 182352 0206 615.61 012304 N 182300 0207 414.54 040704 N 187700 0208 414.54 040604 N 187680 0209 829.07 040904 N 187710 0210 829.07 040604 N 187690 0211 735.57 031604 N 189950 0212 2,417.84 032604 N 190000 0213 1,062.68 032304 N 189990 0214 521.57 032304 N 189980 0215 519.42 032204 N 189970 0216 567.43 031804 N 189960 0217 1,083.67 082603 N 115770 0218 2,202.52 090603 N 116640 063 0003 1,848.99 A.C. @ L.S.(+) 101303 N 125880 0004 1,567.50 101303 N 125870 0005 4,376.58 061204 N 063-01 079 0003 7,272.88 A.C. @ L.S.(+) 111303 N 133120 0004 352.00 111303 N 133110 101 0002 5,428.44 A.C. @ L.S.(+) 031204 N 164670 153 0726 219.37 E.W. @ F.A.(+) 040604 N 174820 0727 33.55 042004 N 177210 0728 64.92 042604 N 181300 0729 31.49 051204 N 188330 0730 33.55 051104 N 188320 0731 268.39 042704 N 181310 0732 23.17 041504 N 174870 0733 123.74 041304 N 174860 0734 33.55 041204 N 174850 0735 130.93 040704 N 174830 0736 34.69 040204 N 172430 0737 89.96 033004 N 172400 0738 87.31 041904 N 177200 0739 21,252.00 052404 N 190200 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 06/16/04 EST. NO.51 TIME 08:48 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 --------------------------------------------------------------------------- 0740 88.86 020304 N 155440 0741 137.40 020504 N 155450 0742 32.74 020904 N 161120 0743 32.74 021004 N 161130 0744 34.34 021104 N 161140 0745 168.68 021704 N 161150 0746 100.01 021804 N 161160 0747 89.75 021904 N 161170 0748 312.27 022404 N 162090 0749 38.20 022504 N 162100 0750 60.49 022604 N 162110 0751 55.64 032404 N 170220 0752 33.55 040904 N 174840 0753 33.55 050504 N 186540 0754 29.43 050404 N 186530 0755 105.25 042904 N 181320 0756 65.65 050304 N 186520 0757 65.87 012604 N 153480 0758 24.82 012704 N 153490 0759 33.83 012804 N 153560 0760 61.96 012904 N 153510 0761 65.33 013004 N 153520 154 0444 13,331.64 E.W. @ F.A.(+) 110603 N 137500 0445 135.24 110603 N 137502 186 0014 116,293.00 A.C. @ L.S.(+) 042904 N 177690 208 1092 5,281.72 E.W. @ F.A.(+) 020404 N 189310 1095 223.41 121703 N 190060 1098 124.45 101303 N 128850 1099 3,637.66 103003 N 189240 221 0077-1 -4,787.83 E.W. @ F.A.(+) 020703 N 8294 0 DAO CORRECTING ENTRY 227 0002 227,000.00 A.C. @ L.S.(+) 010604 N 176990 241 0002 1.62 A.C. @ L.S.(+) 061204 N 241-01 285 0001 283,550.00 A.C. @ L.S.(+) 061204 N 285-01 298 0022 396.27 E.W. @ F.A.(+) 041504 N 177680 0023 270.22 041504 N 174910 306 0001 38,090.00 A.C. @ L.S.(+) 041304 N 172880 312 0013 600,000.00 A.C. @ L.S.(+) 061204 N 101120 322 0534 2,848.53 E.W. @ F.A.(+) 030504 N 176170 326 0001 8,413.60 E.W. @ L.S.(+) 061404 N 326-01 337 0008-2 7,727.50 E.W. @ F.A.(+) 071603 N 107830 DAO CORRECTING ENTRY 0009-2 2,409.98 071603 N 108400 DAO CORRECTING ENTRY 0010-2 8,585.44 071503 N 107570 DAO CORRECTING ENTRY 0011-2 2,616.77 071703 N 108390 DAO CORRECTING ENTRY 338 0001 404,549.10 A.C. @ L.S.(+) 061504 N 338-01 339 0007 715,594.88 E.W. @ L.S.(+) 121703 N 339-06 340 0081 1,190.51 E.W. @ F.A.(+) 122303 N 149200 0084 1,894.76 111303 N 169930 0085 11.53 111303 N 169932 0086 1,894.76 111003 N 169910 0087 7.69 111003 N 169912 0088 3,104.10 041604 N 182010 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 06/16/04 EST. NO.51 TIME 08:48 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 --------------------------------------------------------------------------- 0089 30.07 041604 N 182012 0090 3,293.67 041404 N 181980 0091 30.07 041404 N 181982 0092 3,432.08 043004 N 181970 0093 30.07 043004 N 181972 0094 1,875.18 041504 N 182000 0095 22.54 041504 N 182002 0096 2,695.75 043004 N 190760 0097 26.30 043004 N 190762 0098 3,330.51 042904 N 190750 0099 26.30 042904 N 190752 0100 2,190.14 040904 N 187670 0101 2,190.14 040804 N 187660 0102 30.07 040904 N 187672 0103 30.07 040804 N 187662 0104 2,190.14 040604 N 187650 0105 30.07 040604 N 187652 0106 2,190.14 040704 N 187640 0107 30.07 040704 N 187642 0108 2,190.14 040504 N 187630 0109 30.07 040504 N 187632 0110 2,358.84 031504 N 189860 0111 30.75 031504 N 189862 0112 1,582.29 031604 N 189870 0113 30.75 031604 N 189872 0114 2,217.32 031704 N 189880 0115 30.75 031704 N 189882 0116 160.57 031804 N 189890 0117 2,217.32 031904 N 189900 0118 30.75 031904 N 189902 0119 2,217.32 032204 N 189910 0120 30.75 032204 N 189912 0121 1,896.18 032304 N 189920 0122 30.75 032304 N 189922 0123 1,559.24 032504 N 189930 0124 24.98 032504 N 189932 0125 2,217.32 032604 N 189940 0126 30.75 032604 N 189942 356 0004-1 -762.29 A.C. @ L.S.(+) 050504 N 181070 DAO CORRECTING ENTRY 0004-2 629.99 050504 N 181070 DAO CORRECTING ENTRY 0006-1 -968.00 021904 N 176180 DAO CORRECTING ENTRY 0006-2 880.00 021904 N 176180 DAO CORRECTING ENTRY 0007-1 -4,299.85 042304 N 176230 DAO CORRECTING ENTRY 0007-2 3,739.00 042304 N 176230 DAO CORRECTING ENTRY 0008-1 -242.00 031704 N 172770 DAO CORRECTING ENTRY 0008-2 220.00 031704 N 172770 DAO CORRECTING ENTRY 0009-1 -15,584.25 041204 N 172800 DAO CORRECTING ENTRY 0009-2 14,167.50 041204 N 172800 DAO CORRECTING ENTRY 0010-1 -26,450.05 041204 N 172810 DAO CORRECTING ENTRY 0010-2 24,245.50 041204 N 172810 DAO CORRECTING ENTRY 0011-1 -1,724.80 031704 N 181100 DAO CORRECTING ENTRY 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 06/16/04 EST. NO.51 TIME 08:48 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 --------------------------------------------------------------------------- 0011-2 1,568.00 031704 N 181100 DAO CORRECTING ENTRY 0012-1 -827.20 031604 N 181120 DAO CORRECTING ENTRY 0012-2 752.00 031604 N 181120 DAO CORRECTING ENTRY 0013-1 -2,182.40 031804 N 181110 DAO CORRECTING ENTRY 0013-2 1,984.00 031804 N 181110 DAO CORRECTING ENTRY 0014-1 -2,235.20 031604 N 181090 DAO CORRECTING ENTRY 0014-2 2,032.00 031604 N 181090 DAO CORRECTING ENTRY 0015-1 -1,900.80 031904 N 181130 DAO CORRECTING ENTRY 0015-2 1,728.00 031904 N 181130 DAO CORRECTING ENTRY 0016-1 -840.80 032004 N 181140 DAO CORRECTING ENTRY 0016-2 768.00 032004 N 181140 DAO CORRECTING ENTRY 0017-1 -855.53 032004 N 181150 DAO CORRECTING ENTRY 0017-2 777.75 032004 N 181150 DAO CORRECTING ENTRY 0018-1 -1,027.40 032004 N 181160 DAO CORRECTING ENTRY 0018-2 934.00 032004 N 181160 DAO CORRECTING ENTRY 0019-1 -3,053.60 032004 N 181170 DAO CORRECTING ENTRY 0019-2 2,776.00 032004 N 181170 DAO CORRECTING ENTRY 0020-1 -1,830.40 032204 N 181180 DAO CORRECTING ENTRY 0020-2 1,664.00 032204 N 181180 DAO CORRECTING ENTRY 0021-1 -158.40 032304 N 181200 DAO CORRECTING ENTRY 0021-2 144.00 032304 N 181200 DAO CORRECTING ENTRY 0022-1 -1,971.20 032304 N 181190 DAO CORRECTING ENTRY 0022-2 1,792.00 032304 N 181190 DAO CORRECTING ENTRY 0023-1 -880.00 032004 N 181210 DAO CORRECTING ENTRY 0023-2 800.00 032004 N 181210 DAO CORRECTING ENTRY 0024-1 -1,953.60 032404 N 181220 DAO CORRECTING ENTRY 0024-2 1,776.00 032404 N 181220 DAO CORRECTING ENTRY 0025-1 -1,900.80 032504 N 181230 DAO CORRECTING ENTRY 0025-2 1,728.00 032504 N 181230 DAO CORRECTING ENTRY 0026 47,197.52 052404 N 356-04 385 0402 239.90 E.W. @ F.A.(+) 012804 N 176080 0403 435.83 012804 N 176070 0404 79.98 012904 N 176100 0405 147.13 012304 N 175990 0406 31.17 022804 N 176470 0407 125.07 022304 N 176450 0408 11.69 022304 N 176440 0410 35.39 021804 N 176410 0411 698.93 020404 N 176520 0412 409.32 121503 N 173210 0413 616.23 021004 N 188700 0414 10.53 021004 N 188702 0415 4,171.71 121403 N 167330 0416 1,095.59 121303 N 170770 0417 49.46 121303 N 170772 0418 1,281.79 021904 N 177030 0419 1,357.36 010904 N 170860 0420 45.99 010904 N 170863 0421 1,271.74 121603 N 179440 0422 193.00 121603 N 179442 0423 3.48 121603 N 179443 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 06/16/04 EST. NO.51 TIME 08:48 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 --------------------------------------------------------------------------- 0424 529.93 122203 N 179430 0425 145.24 122203 N 179432 0426 126.68 122203 N 179433 0427 1,715.57 120603 N 179450 0428 235.84 120603 N 179452 0429 1,747.66 120603 N 180250 0430 297.92 120603 N 180252 0431 7.64 120603 N 180253 0432 4,885.83 123103 N 179480 0433 268.58 123103 N 179482 0434 2,839.96 121903 N 173120 0435 81.14 121903 N 173122 0436 1,863.31 122903 N 151310 0437 682.07 012804 N 187400 0438 436.67 012904 N 187410 0439 1,364.14 051704 N 187420 0440 3,277.91 010804 N 175740 0441 1,281.35 020404 N 167010 0442 68.82 020404 N 167012 0443 1,943.06 121503 N 173170 0444 179.73 121503 N 173172 0445 535.26 121503 N 173173 0446 124,862.16 043004 N 179660 0447 17,985.51 043004 N 179663 0449 904.75 021004 N 176870 0450 1,152.87 020204 N 188650 0451 702.50 012604 N 158680 0452 1,728.71 020604 N 188690 0453 5,255.19 020304 N 188670 0454 595.77 020304 N 188660 0455 3,227.54 011204 N 188630 0456 2,420.44 121603 N 170840 0457 49.95 121603 N 170842 0458 2,209.72 123003 N 175650 0459 2,718.78 021004 N 167030 0460 163.84 021004 N 167032 0461 1,395.41 120603 N 174350 0462 218.35 120603 N 175110 0463 2,885.78 120603 N 174390 0464 4,605.33 012904 N 176090 0465 8,059.34 013004 N 176120 0466 5,181.00 012804 N 176060 387 0002 32,181.20 A.C. @ L.S.(+) 061204 N 140052 395 0006 188,958.23 E.W. @ F.A.(+) 041604 N 187530 0007 280,000.00 A.C. @ U.P.(+) 061404 N 395-05 401 0003 814,959.00 E.W. @ U.P (+) 061204 N 401-03 413 0001 92,111.65 E.W. @ L.S.(+) 061504 N 413-01 414 0001 112,500.00 A.C. @ L.S.(+) 061404 N 414-01 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 7 DATE 06/16/04 EST. NO.51 TIME 08:48 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 --------------------------------------------------------------------------- 4,433,579.76 TOTAL THIS ESTIMATE 66,388,169.20 TOTAL PREVIOUS ESTIMATE 70,821,748.96 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 06/16/04 EST. NO.51 TIME 08:48 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 06/16/04 EST. NO.51 TIME 08:48 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 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 06/16/04 EST. NO.51 TIME 08:48 PM 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 -3,306.41 -345,092.84 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 -3,306.41 -345,092.84 PROGRAM CAS145 PAGE 1 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 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 1,348.000 60,660,000.00 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 0.860 43,860.00 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 2.500 23,750.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 922.500 4,151.25 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.025 960.00 0.927 35,596.80 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.997 881,348.00 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 0.016 4,000.00 0.875 218,750.00 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 0.004 3,208.00 0.987 791,574.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 4,968.100 44,712.90 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.013 4,537.00 0.954 332,946.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.930 3,286,620.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 909.000 2,272.50 102,148.000 255,370.00 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 1,172.000 4,688.00 13,869.000 55,476.00 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 5,840.000 192,720.00 125,700.000 4,148,100.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 2,570.000 9,637.50 105,954.000 397,327.50 PROGRAM CAS145 PAGE 2 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,593.00 196.000 137,837.00 1,932.000 1,358,679.00 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 10,400.00 217.000 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 83,191.000 62,393.25 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 48,967.000 97,934.00 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 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 90.800 8,172.00 190.900 17,181.00 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 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.025 20,000.00 0.280 224,000.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.173 121,100.00 0.697 487,900.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.052 36,400.00 0.217 151,900.00 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 0.079 55,300.00 0.782 547,400.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.040 28,000.00 0.339 237,300.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.976 683,200.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.072 144,000.00 0.712 1,424,000.00 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 6,089.620 517,617.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.019 35,165.83 0.882 1,632,434.71 (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 0.853 4,726,416.70 (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 35,000.000 1,452,500.00 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 1,762.510 292,576.66 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 3,672.730 415,018.49 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 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 -252.000 -16,884.00 16,277.240 1,090,575.08 (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 2.000 2,296.00 11.000 12,628.00 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 -155.250 -7,296.75 12,724.550 598,053.85 (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 44.000 2,816.00 4,548.800 291,123.20 (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 22.000 184,800.00 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 4.200 429,240.00 469.000 47,931,800.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.023 90,920.70 0.903 3,569,625.82 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 42.000 19,446.00 5,781.500 2,676,834.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 168.000 214,032.00 1,996.000 2,542,904.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 12,768.590 197,913.15 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 1,324.000 39,720.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 96.000 4,224.00 96.000 4,224.00 (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 20.000 40,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 7,980,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.090 40,109.22 20.640 9,198,381.12 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 3.840 851,907.84 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 0.010 3,289.92 3.960 1,302,808.32 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 2.980 883,710.06 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 2,863.000 65,849.00 140,245.030 3,225,635.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 320.000 7,360.00 12,171.080 279,934.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 6,127.200 2,512,152.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 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 810,000.00 825,000.000 742,500.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 28,180.000 36,634.00 1,300,958.000 1,691,245.40 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 17,220.000 22,386.00 606,052.000 787,867.60 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 4.000 158,800.00 54.000 2,143,800.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 9,732,129.100 14,014,265.90 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 1,998,788.500 819,503.29 9,550,036.550 3,915,514.99 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,644.000 43,728.00 31,524.000 378,288.00 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 0.034 59,840.00 0.154 271,040.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 740.000 51,060.00 15,020.000 1,036,380.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.044 4,400.00 0.926 92,600.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 16,006.000 73,787.66 108,400.000 499,724.00 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 8,302.000 33,208.00 106,828.500 427,314.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.100 31,653.60 1.000 316,536.00 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.012 1,453.64 0.692 83,826.80 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.025 19,289.10 0.325 250,758.30 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.065 107,378.31 0.396 654,181.70 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.030 6,505.65 0.904 196,036.92 (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 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.050 9,421.75 1.000 188,435.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.100 112,195.80 0.300 336,587.40 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.016 25,847.52 0.656 1,059,748.32 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.007 998.07 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 14,044,642.00 863.300 903,011.80 9,499.060 9,936,016.76 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 0.120 59,917.08 0.444 221,693.20 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 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 266,082.00 391.000 284,257.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 2,880.000 982,080.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 410.500 125,613.00 3,342.470 1,022,795.82 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 50.000 12,800.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 439.000 7,024.00 22,237.590 355,801.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 76.000 2,128.00 1,348.000 37,744.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 8.000 1,040,000.00 28.000 3,640,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 917.000 68,775.00 1,872.000 140,400.00 (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 2.000 47,000.00 29.000 681,500.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 4.000 96,464.00 24.000 578,784.00 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 1.000 9,861.00 453.700 4,473,935.70 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 2.000 11,506.00 29.000 166,837.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 323.000 5,814.00 1,605.000 28,890.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 47.000 3,525.00 185.500 13,912.50 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 507.000 16,477.50 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 6.000 138,000.00 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 0.000 0.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 94.000 21,150.00 168.000 37,800.00 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 86.400 427,507.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 289,313.700 260,382.33 2,468,248.030 2,221,423.23 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 178,026.000 231,433.80 2,248,220.600 2,922,686.78 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 12,000.000 51,720.00 224,112.830 965,926.30 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 14,826,504.00 289,435.600 410,998.55 7,410,505.640 10,522,918.01 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 311,732.600 554,884.03 7,299,455.640 12,993,031.04 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 5,619.000 101,366.76 158,023.000 2,850,734.92 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 36,414.00 490.000 833.00 23,721.250 40,326.13 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 490.000 3,777.90 23,721.250 182,890.84 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 2.000 29,200.00 80.000 1,168,000.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 340.000 62,900.00 1,256.000 232,360.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 3.600 126,486.00 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 0.051 96,900.00 0.803 1,525,700.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 5,650.480 350,329.76 240,179.639 14,891,137.62 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.021 2,100.00 0.950 95,000.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 18,584.400 48,691.13 330,935.000 867,049.70 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 16,270.000 71,425.30 25,293.000 111,036.27 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 28,878.000 47,937.48 229,644.300 381,209.54 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 1,030.000 55,620.00 1,730.000 93,420.00 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 4,544.000 1,404,096.00 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 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:48 PM ESTIMATE NO. 51 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 06/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,789,950.64 355,276,300.87 ADJUSTMENT OF COMPENSATION 2,155,666.00 33,871,738.15 EXTRA WORK 2,277,913.76 36,950,010.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,223,530.40 426,098,049.83 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 14,223,530.40 470,585,367.83 MATERIALS ON HAND ON SITE 39,810,091.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,306.41 -345,092.84 TOTAL 14,220,223.99 510,050,365.99 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 1317 3 153 0 83% 82% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/04