PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/23/05 EST. NO.60 TIME 03:42 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 0194-1 -353.27 E.W. @ F.A.(+) 071904 N 211230 DAO CORRECTING ENTRY 0194-2 396.43 071904 N 211230 DAO CORRECTING ENTRY 0295 577.50 010605 N 245070 0296 486.89 010705 N 245080 0297 700.66 010305 N 245040 0298 667.78 010505 N 245060 0299 667.78 010405 N 245050 0300 618.44 011005 N 245870 0301 684.22 011105 N 245880 0302 667.78 011205 N 245890 0303 667.78 011305 N 245900 0304 585.56 011405 N 245910 0305 602.00 011705 N 246790 0306 634.88 011805 N 246800 0307 503.34 011905 N 246810 0308 706.72 012005 N 246820 0309 745.78 012105 N 246830 0310 602.00 012805 N 248040 0311 290.86 012705 N 248030 0312 569.12 012605 N 248020 0313 552.67 012505 N 248010 0314 569.12 012405 N 248000 0315 19.92 110904 N 236240 0316 131.55 101404 N 230300 0317 667.78 101104 N 228990 0318 10.79 111004 N 236250 0319 602.00 100504 N 227690 002 0042 1,436.75 E.W. @ F.A.(+) 053101 N 117420 0043 1,439.05 030202 N 117540 0044 1,529.18 091301 N 117480 0045 3,750.00 122100 N 117320 0046 364.62 091604 N 246180 0047 46.50 082704 N 246170 0048 63.73 020905 N 248750 003 0048 31.00 E.W. @ F.A.(+) 030503 N 246320 0049 181.39 031703 N 246330 0050 36.00 031803 N 246340 0051 208.70 120902 N 246300 0052 195.50 021703 N 246310 0053 294.03 121503 N 246270 0054 97.50 020304 N 246280 0055 120.00 032904 N 246290 0056 216.18 090803 N 246260 0057 80.95 091001 N 246250 0058 245.65 071001 N 246230 0059 45.00 071801 N 246240 0060 117.05 120301 N 246210 0061 90.00 070904 N 216220 0062 15.00 110201 N 246200 0063 97.50 092004 N 246190 0064 500.00 071001 N 116870 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 02/23/05 EST. NO.60 TIME 03:42 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 --------------------------------------------------------------------------- 0065 500.00 120301 N 116920 0066 500.00 012605 N 116890 0067 1,600.00 051302 N 117000 0068 1,375.00 030402 N 116970 0069 2,200.00 021703 N 117220 0070 500.00 090902 N 117090 0073 142.50 062104 N 246430 0074 133.04 051302 N 246420 0075 280.98 030402 N 246410 0076 206.34 090902 N 246400 0077 194.30 061702 N 246390 0078 281.73 072103 N 246380 0079 299.55 061703 N 246370 0080 173.18 061603 N 246360 0081 198.52 050603 N 246350 0082 500.00 122004 N 248760 022 0447 62.35 E.W. @ F.A.(+) 012203 N 103210 0454 142.09 081302 N 104940 0609 246.74 121103 N 162510 0611 275.24 111803 N 162480 0714 1,846.25 071102 N 105830 0715 1,972.75 071002 N 105820 0716 1,572.53 070302 N 105800 0717 2,059.70 070202 N 105790 0718 1,125.44 061202 N 105760 0719 167.55 052802 N 105750 0720 117.35 081502 N 104950 0722 276.75 092603 N 123350 0723 104.61 092203 N 123340 0724 209.22 091803 N 120190 025 0004 31,493.63 A.C. @ L.S.(+) 120304 N 238860 038 0259 48.14 E.W. @ F.A.(+) 122104 N 243751 0260 575.65 010305 N 245090 0261 575.65 010405 N 245100 0262 287.84 010505 N 245110 0263 433.55 031504 N 263 0 0264 572.89 121404 N 248730 0265 1,162.22 121304 N 248720 0266 2,135.09 012605 N 248050 0267 1,025.38 012705 N 248060 043 0002 227.52 A.C. @ L.S.(+) 101802 N 043-02 089 1253 -1,522.89 A.C. @ U.P.(-) 111804 N 170120 1254 -820.02 111804 N 170121 1255 -468.58 112204 N 170122 1256 -1,405.74 112204 N 170123 1257 -1,405.74 112304 N 170124 1258 -1,405.74 112904 N 170125 1259 -1,405.74 113004 N 170126 1260 -1,522.89 120104 N 170127 1261 -1,054.31 120704 N 170128 1262 -1,054.31 120804 N 170129 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 02/23/05 EST. NO.60 TIME 03:42 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 --------------------------------------------------------------------------- 1263 -2,108.61 121404 N 170130 1264 -1,522.89 121504 N 170131 1265 -1,405.74 121604 N 170132 1266 -1,757.18 121704 N 170133 1267 -1,171.45 122004 N 170134 1268 -1,991.47 122104 N 170135 1269 -1,405.74 122204 N 170136 1270 -1,757.18 122704 N 170137 1271 -1,757.18 122804 N 170138 1272 -820.02 122904 N 170139 1274 -820.02 123004 N 170140 1275 -2,108.61 010305 N 170141 1276 -1,405.74 010505 N 170142 1277 -1,640.03 010605 N 170143 132 0084 6,915.89 A.C. @ F.A.(+) 052802 N 4113 0 0204 15,009.94 051702 N 7867 0 0205 11,081.98 051802 N 7868 0 0379 7,088.80 082602 N 240590 0380 343.92 082602 N 240592 0381 7,231.04 082202 N 240570 0382 14,937.14 081902 N 240560 0383 550.27 081902 N 240562 0384 6,305.67 082302 N 240580 0385 550.27 051702 N 7867 2 0386 732.93 051802 N 7868 2 0387 5,196.68 082802 N 245330 0388 8,092.66 090302 N 245320 0389 343.92 090302 N 245322 0390 3,687.59 090302 N 245300 0391 137.56 082802 N 245302 0392 11,662.37 082902 N 245310 0393 550.27 082902 N 245312 153 0916 22,545.60 E.W. @ F.A.(+) 020905 N 248770 0917 34.68 080404 N 210900 0918 21,313.60 013105 N 247160 0918-1 -21,313.60 013105 N 247160 DAO CORRECTING ENTRY 0918-2 22,282.37 013105 N 247160 DAO CORRECTING ENTRY 0919 69.35 012005 N 246850 0920 24.63 012105 N 246860 0921 69.35 011705 N 246840 0922 34.68 011305 N 245940 0923 67.25 011005 N 245930 183 0001 223,000.00 A.C. @ L.S.(+) 022305 N 183-01 185 0081-1 -832.28 E.W. @ F.A.(+) 122104 N 243770 DAO CORRECTING ENTRY 0081-2 946.74 122104 N 243770 DAO CORRECTING ENTRY 0082-1 -277.43 122204 N 243780 DAO CORRECTING ENTRY 0082-2 386.78 122204 N 243780 DAO CORRECTING ENTRY 0083-1 -832.28 122004 N 243760 DAO CORRECTING ENTRY 0083-2 946.74 122004 N 243760 DAO CORRECTING ENTRY 0085 1,462.27 010305 N 245130 0086 817.33 010505 N 245140 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 02/23/05 EST. NO.60 TIME 03:42 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 --------------------------------------------------------------------------- 0087 277.43 010305 N 245120 202 0004 3,268.60 A.C. @ L.S.(+) 012705 N 247060 205 0029 4,494.00 E.W. @ U.P (+) 013104 N 195330 208 0611 309.24 E.W. @ F.A.(+) 051603 N 9464 0 221 0105 312.52 E.W. @ F.A.(+) 011205 N 245950 222 0003 3,500.00 A.C. @ L.S.(+) 021605 N 222-03 230 0418 43,002.75 A.C. @ L.S.(+) 020205 N 210410 275 0230 255.19 E.W. @ F.A.(+) 013105 N 248240 290 0003 49,250.00 A.C. @ L.S.(+) 021605 N 163402 314 0009 91.10 E.W. @ F.A.(+) 060903 N 102930 0010 454.04 051303 N 102920 0011 493.72 051203 N 102910 0029 1,328.56 040904 N 174430 0030 600.00 042304 N 177270 0031 948.97 042004 N 174440 321 0001 8,006.00 E.W. @ L.S.(+) 101804 N 228190 322 0041-1 -26,449.86 E.W. @ F.A.(+) 080103 N 126870 DAO CORRECTING ENTRY 0041-2 25,299.87 080103 N 126870 DAO CORRECTING ENTRY 0054-1 -2,290.12 072303 N 112150 DAO CORRECTING ENTRY 0054-2 2,706.12 072303 N 112150 DAO CORRECTING ENTRY 0205-1 -5,068.23 091503 N 129320 DAO CORRECTING ENTRY 0205-2 6,793.68 091503 N 129320 DAO CORRECTING ENTRY 0208-1 -754.41 091503 N 129323 DAO CORRECTING ENTRY 0209-1 -99.05 091503 N 129324 DAO CORRECTING ENTRY 0308-1 -1,203.88 080503 N 122550 DAO CORRECTING ENTRY 0308-2 1,546.35 080503 N 122550 DAO CORRECTING ENTRY 0343-1 -376.38 080603 N 122562 DAO CORRECTING ENTRY 0345-1 -4,660.17 091103 N 131170 DAO CORRECTING ENTRY 0345-2 5,512.21 091103 N 131170 DAO CORRECTING ENTRY 0369 5,505.87 091503 N 131070 0370-1 -217.00 080503 N 122553 DAO CORRECTING ENTRY 0372-1 -46.07 080503 N 122552 DAO CORRECTING ENTRY 0399-1 -90.13 072303 N 112152 DAO CORRECTING ENTRY 0402-1 -401.03 091103 N 131172 DAO CORRECTING ENTRY 0458-1 -497.61 092003 N 131132 DAO CORRECTING ENTRY 0547-1 -1,827.46 050803 N 190460 DAO CORRECTING ENTRY 0547-2 1,827.46 050803 N 190460 DAO CORRECTING ENTRY 0606-1 -9,587.29 071003 N 170530 DAO CORRECTING ENTRY 0606-2 9,326.82 071003 N 170530 DAO CORRECTING ENTRY 0626 326.54 090903 N 242790 0627 3,570.54 032403 N 242840 0628 980.85 050503 N 242860 0629 258.28 061303 N 242750 0630 664.20 102704 N 242910 0631 1,727.14 060703 N 242740 0632 80.19 060603 N 242900 0633 4,161.32 050603 N 242870 0634 1,248.22 032503 N 242850 0635 277.48 052003 N 242890 0638 196.38 071003 N 242780 0639 1,159.76 080503 N 242920 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 02/23/05 EST. NO.60 TIME 03:42 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 --------------------------------------------------------------------------- 0640 4,806.14 080503 N 242930 0641 2,492.47 050703 N 242880 0642 3,111.46 031703 N 242830 0645 1,942.82 032403 N 138270 0646 1,030.07 012105 N 248410 0647 1,030.07 012005 N 248400 0648 515.03 011305 N 248330 0649 772.55 011405 N 248320 0650 972.58 010405 N 248390 0651 915.05 010505 N 248380 0652 701.30 010605 N 248370 0653 1,030.07 010705 N 248360 0654 1,030.07 011005 N 248350 0655 1,030.07 011205 N 248340 0656 6,629.41 110303 N 170540 0657 10.40 110303 N 170542 0658 2,757.00 110603 N 170560 0659 26.09 110603 N 170562 0660 677.28 012805 N 249510 0661 1,056.38 012705 N 249500 0662 528.19 012605 N 249490 0663 1,056.38 012505 N 249480 335 0002 16,413.62 A.C. @ L.S.(+) 092904 N 223200 339 0009 638.19 E.W. @ L.S.(+) 020205 N 248920 0010 152.34 020105 N 248910 0011 2,046.23 020105 N 246900 0012 133,473.48 021605 N 339-08 340 0267 238.45 E.W. @ F.A.(+) 012704 N 236060 0358 1,361.43 081604 N 214290 0359 341.95 051704 N 191120 0360 477.54 061404 N 201050 0361 552.42 071504 N 207140 0362 821.58 060204 N 193470 0363 1,755.11 021804 N 249270 0364 2,357.61 022004 N 249250 0365 2,354.19 021904 N 249260 0366 781.13 021704 N 249280 346 0006 1,994.75 E.W. @ F.A.(+) 062803 N 154530 0007 6,755.38 062003 N 154510 356 0373 18,424.19 A.C. @ L.S.(+) 102004 N 356-06 0374 668.80 121704 N 245720 0375 123.20 121604 N 245730 0376 651.20 122004 N 245740 0377 2,032.80 122204 N 245750 0378 255.20 122204 N 245770 0379 422.40 122304 N 245780 0380 1,280.40 122604 N 245790 0381 246.40 122704 N 245800 0382 237.60 121004 N 245620 0383 255.20 122104 N 245760 0384 246.40 120104 N 245490 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 02/23/05 EST. NO.60 TIME 03:42 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 --------------------------------------------------------------------------- 0385 686.40 120104 N 245500 0386 545.60 120104 N 245510 0387 387.20 120204 N 245520 0388 572.00 120704 N 245530 0389 739.20 120704 N 245540 0390 492.80 120704 N 245550 0391 369.60 120804 N 245560 0392 440.00 120904 N 245570 0393 492.80 120904 N 245580 0394 272.80 120904 N 245590 0395 651.20 121004 N 245600 0396 246.40 121004 N 245610 0397 721.60 121104 N 245630 0398 862.40 121104 N 245640 0399 668.80 121304 N 245650 0400 202.40 121304 N 245660 0401 1,108.80 121404 N 245670 0402 299.20 121504 N 245680 0403 1,320.00 121504 N 245690 0404 968.00 121604 N 245710 375 0003 250,000.00 A.C. @ L.S.(+) 021605 N 208890 385 0208-4 639.54 E.W. @ F.A.(+) 030504 N 168750 DAO CORRECTING ENTRY 0274-1 -932.07 122203 N 170850 DAO CORRECTING ENTRY 0275-1 -3.55 122203 N 170853 DAO CORRECTING ENTRY 0397-2 2,428.84 120903 N 171010 DAO CORRECTING ENTRY 0398-2 280.34 120903 N 171013 DAO CORRECTING ENTRY 0419-1 -1,357.36 010904 N 170860 DAO CORRECTING ENTRY 0419-2 1,808.49 010904 N 170860 DAO CORRECTING ENTRY 0420-1 -45.99 010904 N 170863 DAO CORRECTING ENTRY 0420-2 59.43 010904 N 170863 DAO CORRECTING ENTRY 1039 217.99 021304 N 167290 1040 1,357.36 010904 N 170870 1041 45.99 010904 N 170873 395 0006-1 -188,958.23 E.W. @ F.A.(+) 041604 N 187530 DAO CORRECTING ENTRY 0006-2 190,996.14 041604 N 187530 DAO CORRECTING ENTRY 0006-3 -190,996.14 041604 N 187530 DAO CORRECTING ENTRY 0006-4 202,648.44 041604 N 187530 DAO CORRECTING ENTRY 400 0004 5,573.44 E.W. @ F.A.(+) 120403 N 170511 0005 38,309.85 033104 N 170500 416 0066-2 1,354.88 A.C. @ F.A.(+) 033104 N 193310 DAO CORRECTING ENTRY 426 0012 2,564,871.00 E.W. @ L.S.(+) 021605 N 199362 442 0001 316,680.00 A.C. @ L.S.(+) 010305 N 244010 3,994,703.86 TOTAL THIS ESTIMATE 151,620,888.07 TOTAL PREVIOUS ESTIMATE 155,615,591.93 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/23/05 EST. NO.60 TIME 03:42 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 02/23/05 EST. NO.60 TIME 03:42 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 02/23/05 EST. NO.60 TIME 03:42 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 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 -1,639.48 -499,642.80 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 -1,639.48 -499,642.80 PROGRAM CAS145 PAGE 1 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 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 1,593.000 71,685,000.00 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 1,440.000 3,600.00 120,078.000 300,195.00 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 19,000.00 252.000 1,008.00 17,029.000 68,116.00 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 1,920.000 63,360.00 146,780.000 4,843,740.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 112,434.000 421,627.50 PROGRAM CAS145 PAGE 2 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 38.000 26,723.50 2,315.000 1,628,023.75 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 84,041.000 63,030.75 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 49,231.000 98,462.00 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 4,096.000 108,544.00 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 1,014.670 176,298.91 1,507.730 261,968.09 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 560.190 28,569.69 802.470 40,925.97 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 673.000 13,460.00 1,790.000 35,800.00 46 SURVEY MONUMENT EA 298.0000 58,110.00 48.000 14,304.00 158.000 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.138 110,400.00 0.661 528,800.00 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 0.027 18,900.00 0.674 471,800.00 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 0.880 616,000.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.036 25,200.00 0.773 541,100.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.983 688,100.00 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 6,416.620 545,412.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.003 5,552.50 0.979 1,811,965.51 (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 0.011 60,950.27 0.986 5,463,360.92 (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 413,340.00 156.290 25,944.14 2,422.230 402,090.18 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 549.930 62,142.09 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,185.900 79,455.30 21,179.400 1,419,019.80 (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 1.200 1,377.60 15.600 17,908.80 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 1.000 2,585.00 S) EXTENSION (SUBSTRUCTURE) 80 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 10,855.800 347,385.60 (SUBSTRUCTURE) 81 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 122.000 387,838.00 S) (SUBSTRUCTURE) 82 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 1,315.750 61,840.25 22,821.300 1,072,601.10 (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 439,296.00 686.400 43,929.60 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 0.048 189,747.55 0.985 3,893,777.89 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 89.000 41,207.00 6,159.500 2,851,848.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 3,310.000 4,216,940.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 26.000 403.00 15,400.030 238,700.47 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 1,611.000 48,330.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 192.000 8,448.00 (SUBSTRUCTURE) 00 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 22.000 154,000.00 66.000 462,000.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 28.000 13,636.00 66.000 32,142.00 S) UNIT (SUBSTRUCTURE) 02 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 96.000 192,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 2,736.00 74.000 16,872.00 S) (SUBSTRUCTURE) 04 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 05 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 S) (TYPE A) (SUBSTRUCTURE) 06 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 07 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 S) (TYPE C) (SUBSTRUCTURE) 08 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 21.000 7,980,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 21.000 9,358,818.00 S) (TYPE A) (SUBSTRUCTURE) 10 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 11 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 4.000 887,404.00 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 4.000 1,600,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 4.000 1,315,968.00 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 3.000 1,185,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 3.000 889,641.00 S) (TYPE D) (SUBSTRUCTURE) 16 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 17 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 2.000 593,870.00 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 148,696.030 3,420,008.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 12,147.080 279,382.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 6,137.200 2,516,252.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 12,858.840 266,820.93 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 -12.000 -210.00 512.000 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 1,534,266.000 2,209,343.04 20,613,547.100 29,683,507.82 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 1,050,976.900 430,900.53 18,704,126.450 7,668,691.84 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 42,714.000 512,568.00 S) (SUBSTRUCTURE) 31 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 40.000 255,800.00 125.000 799,375.00 SF)(SUBSTRUCTURE) 32 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.091 160,160.00 0.505 888,800.00 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 31,307.000 144,325.27 212,133.200 977,934.05 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 2,395.500 9,582.00 177,606.500 710,426.00 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 0.080 9,690.96 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 0.090 148,677.66 0.840 1,387,658.16 (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 8.100 769.50 117.100 11,124.50 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.044 2,041.60 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 0.200 224,391.60 1.000 1,121,958.00 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.080 129,237.60 0.896 1,447,461.12 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.997 142,153.26 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 1,441.000 1,119,657.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 1,028.000 896,416.00 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,155.000 125,895.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 13,564.460 14,188,425.16 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 282.000 6,374,328.00 S) (SUPERSTRUCTURE) 54 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 S) (SUPERSTRUCTURE) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 0.084 41,941.96 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,836,000.00 327.280 100,147.68 6,039.750 1,848,163.50 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 4.000 520,000.00 64.000 8,320,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 854.000 64,050.00 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 4.000 96,464.00 64.000 1,543,424.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 1.000 12,913.00 4.000 51,652.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 464.000 4,575,504.00 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 66.000 379,698.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 1,751.000 31,518.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 279.500 20,962.50 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 1,680.000 54,600.00 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 9,632.000 317,856.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 816.000 37,536.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 246.590 11,836.32 S) (SUPERSTRUCTURE) 77 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 4.000 92,000.00 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 0.000 0.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 495.000 111,375.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 270.000 1,508,760.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 122.400 605,635.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 3,071,112.000 2,764,000.80 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 59,967.400 77,957.62 3,548,911.000 4,613,584.30 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 1,600.000 8,000.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 74,079.400 319,282.21 674,437.360 2,906,825.02 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 17,939.780 25,474.49 10,639,065.970 15,107,473.68 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 438,588.490 780,687.51 10,262,932.170 18,268,019.26 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 12,600.000 227,304.00 231,906.000 4,183,584.24 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 29,063.000 49,407.10 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 1,396.200 10,764.70 29,063.000 224,075.73 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 8.000 116,800.00 112.000 1,635,200.00 (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 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 1.000 1,900,000.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 55.890 3,465.18 263,260.129 16,322,128.00 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 1.000 100,000.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 439,986.800 1,152,765.42 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 25,284.000 110,996.76 108,000.000 474,120.00 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 33,076.000 54,906.16 415,891.900 690,380.55 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 864.000 46,656.00 10,333.500 558,009.00 F) (SUPERSTRUCTURE) 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 4,577.200 1,414,354.80 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,227.000 441,720.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 03:42 PM ESTIMATE NO. 60 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 02/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,046,266.43 433,719,288.58 ADJUSTMENT OF COMPENSATION 1,041,763.07 71,655,164.74 EXTRA WORK 2,952,940.79 83,960,427.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,040,970.29 589,334,880.51 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 13,040,970.29 633,822,198.51 MATERIALS ON HAND ON SITE 15,743,428.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,639.48 -499,642.80 TOTAL 13,039,330.81 649,065,983.71 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 1593 12 212 0 96% 96% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/05