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 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0030 822.85 E.W. @ F.A.(+) 081503 N 113800 0031 12.42 072403 N 113790 0032 724.65 071103 N 107500 022 0073-1 -361.91 E.W. @ F.A.(+) 111401 N 4085 0 DAO CORRECTING ENTRY 0073-2 368.05 111401 N 4085 0 DAO CORRECTING ENTRY 0396 4,599.61 051203 N 9492 0 0397 524.26 051203 N 9492S0 0398 8,592.45 051303 N 9493 0 0399 1,179.97 051303 N 9493S0 0404 2,574.23 052003 N 9621 0 0416 561.00 052903 N 9689 0 0442 467.50 060203 N 107230 0458 374.00 062403 N 107280 0459 654.50 062503 N 107290 0461 365.07 060503 N 107520 0462 202.66 061003 N 107530 0466 36,021.96 072103 N 108190 0470 374.00 062603 N 107300 0471 654.50 063003 N 107310 0472 654.50 070103 N 107700 0473 561.00 070903 N 108330 0479 187.00 073003 N 109620 0480 467.98 022503 N 111960 0481 377.63 022603 N 111970 0482 187.24 030503 N 111980 0483 250.69 052003 N 9621S0 0484 250.69 051603 N 9495S0 0485 250.69 051903 N 9496S0 0486 250.69 051403 N 9619S0 0490 280.50 072203 N 109310 0491 748.00 072403 N 109330 0492 935.00 072303 N 109320 0493 32,745.00 E.W. @ U.P (+) 081503 N 114850 0494 181,214.53 081503 N 114840 0495 26,045.55 081503 N 114870 0496 374.00 E.W. @ F.A.(+) 072503 N 109340 0497 67,081.00 E.W. @ U.P (+) 091703 N 116600 0498 2,383.83 091703 N 116610 0499 145,824.40 091703 N 116590 038 0063 1,261.74 E.W. @ F.A.(+) 042602 N 4129 0 0094 1,190.23 111502 N 7082 0 0104 280.93 051903 N 9850 0 0105 219.68 043003 N 9692 0 0106 760.28 041403 N 9715 0 0114 938.05 062502 N 4322 0 0115 392.92 062602 N 4323 0 0117 315.28 071803 N 113610 0118 1,567.97 072803 N 113490 0119 1,135.86 061003 N 113220 0120 94.48 042803 N 113700 0121 1,919.24 082303 N 115310 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 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0122 192.82 082203 N 115320 0123 227.69 082503 N 115330 070 0232 8,417.97 E.W. @ F.A.(+) 091803 N 070-S2 088 0040 81,441.20 A.C. @ L.S.(+) 092103 N 088-03 099 0172 219.12 E.W. @ F.A.(+) 123002 N 7166 0 0173 237.24 123002 N 7165 0 0174 182.43 123002 N 7163 0 0175 219.12 123002 N 7162 0 0176 237.24 123002 N 7164 0 0187 156.09 121101 N 4659-1 0188 156.09 121101 N 4659-2 0189 156.09 121101 N 4659-3 0190 156.09 121301 N 4659-4 0191 156.09 121301 N 4659-5 0192 156.09 121301 N 4659-6 0193 156.09 121401 N 4659-7 0194 156.09 121401 N 4659-8 0195 156.09 121401 N 4659-9 0196 156.09 121701 N 465910 0197 156.09 121701 N 465911 0198 156.09 121701 N 465912 0199 156.09 121801 N 465913 0200 156.09 121801 N 465914 0201 156.09 121801 N 465915 0202 156.09 121901 N 465916 0203 156.09 121901 N 465917 0204 156.09 121901 N 465918 0205 156.09 122001 N 465919 0206 156.09 122001 N 465920 0207 156.09 122001 N 465921 0208 156.09 122101 N 465922 0209 156.09 122101 N 465923 0210 156.09 122101 N 465924 0211 156.09 122601 N 465925 0212 156.09 122601 N 465926 0213 156.09 122601 N 465927 0214 156.09 122701 N 465928 0215 156.09 122701 N 465929 0216 156.09 122701 N 465930 0217 156.09 122801 N 465931 0218 156.09 122801 N 465932 0219 156.09 122801 N 465933 0220 156.09 010202 N 465934 0221 156.09 010202 N 465935 0222 156.09 010202 N 465936 0223 156.09 010302 N 465937 0224 156.09 010302 N 465938 0225 156.09 010302 N 465939 0226 156.09 010402 N 465940 0227 156.09 010402 N 465941 0228 156.09 010402 N 465942 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 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0229 156.09 010702 N 465943 0230 156.09 010702 N 465944 0231 156.09 010802 N 465945 0232 156.09 010802 N 465946 0233 156.09 010902 N 465947 0234 156.09 010902 N 465948 0235 156.09 011002 N 465949 0236 156.09 011002 N 465950 0237 156.09 011102 N 465951 0238 156.09 011102 N 465952 0239 156.09 011402 N 465953 0240 156.09 011502 N 465954 0241 156.09 011602 N 465955 0242 156.09 011702 N 465956 0243 156.09 011802 N 465957 0244 156.09 121201 N 465958 132 0299-1 -1,988.37 E.W. @ F.A.(+) 040403 N 9368 0 DAO CORRECTING ENTRY 0299-2 1,983.31 040403 N 9368 0 DAO CORRECTING ENTRY 0301-1 -1,105.50 040803 N 9369 0 DAO CORRECTING ENTRY 0301-2 1,097.24 040803 N 9369 0 DAO CORRECTING ENTRY 0305-1 -3,702.88 040303 N 9365 0 DAO CORRECTING ENTRY 0305-2 3,681.92 040303 N 9365 0 DAO CORRECTING ENTRY 0307-1 -1,776.99 040403 N 9366 0 DAO CORRECTING ENTRY 0307-2 1,762.45 040403 N 9366 0 DAO CORRECTING ENTRY 0311-1 -7,088.29 040803 N 9362 0 DAO CORRECTING ENTRY 0311-2 7,044.61 040803 N 9362 0 DAO CORRECTING ENTRY 0315-1 -2,680.15 040503 N 9360 0 DAO CORRECTING ENTRY 0315-2 2,623.85 040503 N 9360 0 DAO CORRECTING ENTRY 0319-1 -2,005.18 040703 N 9358 0 DAO CORRECTING ENTRY 0319-2 1,987.67 040703 N 9358 0 DAO CORRECTING ENTRY 0321-1 -1,418.16 041403 N 9363 0 DAO CORRECTING ENTRY 0321-2 1,411.70 041403 N 9363 0 DAO CORRECTING ENTRY 0323-1 -7,014.94 040303 N 9357 0 DAO CORRECTING ENTRY 0323-2 6,958.73 040303 N 9357 0 DAO CORRECTING ENTRY 150 0016 1,561.89 E.W. @ F.A.(+) 042602 N 4130 0 0019 188.94 041803 N 9716 0 0020 1,457.01 031203 N 9830 0 0021 236.19 052303 N 9853 0 153 0066 784.18 E.W. @ F.A.(+) 020802 N 2552 0 0067 891.71 020802 N 2552B0 0068 832.18 020802 N 2552C0 0129-1 -4,782.80 032102 N 3494 0 DAO CORRECTING ENTRY 0129-2 5,338.55 032102 N 3494 0 DAO CORRECTING ENTRY 0133-1 -5,970.23 032202 N 3495 0 DAO CORRECTING ENTRY 0133-2 6,525.97 032202 N 3495 0 DAO CORRECTING ENTRY 0442 22.94 081002 N 7708 0 0471 31.77 101402 N 7737 0 0483 129.41 111302 N 7749 0 0484 137.37 111402 N 7750 0 0486 64.76 112002 N 7752 0 0487 87.41 112102 N 7753 0 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 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0488 79.16 112202 N 7754 0 0489 35.71 112502 N 7755 0 0490 32.99 112602 N 7756 0 0491 31.77 112702 N 7757 0 0492 32.99 120102 N 7758 0 0493 68.61 120202 N 7759 0 0494 87.39 120502 N 7760 0 0497 32.99 121202 N 7763 0 0498 343.22 121702 N 7764 0 0499 143.74 121802 N 7765 0 0500 95.31 121902 N 7766 0 0501 109.47 122002 N 7767 0 0502 121.04 122302 N 7768 0 0503 196.28 122402 N 7769 0 0504 90.84 122602 N 7770 0 0505 211.92 122702 N 7771 0 0506 31.77 123102 N 7772 0 0513 89.41 011003 N 7779 0 0514 35.23 011103 N 7780 0 0515 201.33 011303 N 7781 0 0516 152.82 011403 N 7782 0 0517 605.34 011503 N 7783 0 0518 182.36 011503 N 7783A0 0519 83.44 011603 N 7784 0 0520 427.53 011703 N 7785 0 0540 244.59 091102 N 8361 0 0564 2,254.20 031902 N 034920 0596 11,141.19 080703 N 112290 0597 11,141.19 080703 N 112300 0598 5,496.99 080703 N 112500 0599 11,141.20 082603 N 113760 154 0264-1 -5,012.66 E.W. @ F.A.(+) 013103 N 8071 0 DAO CORRECTING ENTRY 0264-2 5,127.71 013103 N 8071 0 DAO CORRECTING ENTRY 0265-1 -4,973.88 013003 N 8072 0 DAO CORRECTING ENTRY 0265-2 5,038.60 013003 N 8072 0 DAO CORRECTING ENTRY 0338-3 -5,319.65 051503 N 9845 0 DAO CORRECTING ENTRY 0338-4 5,281.65 051503 N 9845 0 DAO CORRECTING ENTRY 0343-3 -7,229.31 052103 N 9832 0 DAO CORRECTING ENTRY 0343-4 7,194.46 052103 N 9832 0 DAO CORRECTING ENTRY 0345-3 -9,663.85 051603 N 9831 0 DAO CORRECTING ENTRY 0345-4 9,610.91 051603 N 9831 0 DAO CORRECTING ENTRY 0347-3 -5,387.56 040903 N 9796 0 DAO CORRECTING ENTRY 0347-4 5,362.91 040903 N 9796 0 DAO CORRECTING ENTRY 0365-1 -2,152.18 042403 N 9787 0 DAO CORRECTING ENTRY 0365-2 2,145.50 042403 N 9787 0 DAO CORRECTING ENTRY 0366-3 -1,579.76 042103 N 9786 0 DAO CORRECTING ENTRY 0366-4 1,575.11 042103 N 9786 0 DAO CORRECTING ENTRY 0374-1 -2,439.30 052903 N 101270 DAO CORRECTING ENTRY 0374-2 2,419.36 052903 N 101270 DAO CORRECTING ENTRY 0375-1 -1,759.26 060203 N 101280 DAO CORRECTING ENTRY 0375-2 1,754.20 060203 N 101280 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 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0376-1 -3,056.19 060403 N 101290 DAO CORRECTING ENTRY 0376-2 3,033.79 060403 N 101290 DAO CORRECTING ENTRY 0378-1 -1,645.71 060203 N 101310 DAO CORRECTING ENTRY 0378-2 1,631.32 060203 N 101310 DAO CORRECTING ENTRY 0383 2,753.65 060303 N 112390 0385 1,108.11 062303 N 112410 0386 2,249.70 071603 N 112430 0387 2,001.72 071703 N 112440 0389 28.62 071703 N 112442 0390 4.30 071603 N 112432 0391 3,701.99 031503 N 8993 0 0392 98.05 031503 N 8993S0 164 0016 1,583.03 E.W. @ F.A.(+) 050503 N 9443 0 0073 2,383.83 070503 N 107480 166 0033 6,497.04 A.C. @ L.S.(+) 091703 N 8569 0 208 0018-1 -8,090.42 E.W. @ F.A.(+) 040102 N 4510 0 DAO CORRECTING ENTRY 0018-2 8,781.43 040102 N 4510 0 DAO CORRECTING ENTRY 0028 4,211.54 031402 N 4494 0 0037 3,258.40 042902 N 4234 0 0041-3 -10,323.85 061202 N 4391 0 DAO CORRECTING ENTRY 0041-4 10,311.84 061202 N 4391 0 DAO CORRECTING ENTRY 0050 3,260.62 052902 N 4266 0 0070 3,051.30 060702 N 4376 0 0088-1 -9,978.21 040402 N 5990 0 DAO CORRECTING ENTRY 0088-2 6,910.17 040402 N 5990 0 DAO CORRECTING ENTRY 0089 1,165.39 050602 N 5991 0 0090-1 -2,202.65 040802 N 5992 0 DAO CORRECTING ENTRY 0090-2 3,061.47 040802 N 5992 0 DAO CORRECTING ENTRY 0107 5,180.74 032902 N 6096 0 0167-1 -12,316.86 091102 N 5975 0 DAO CORRECTING ENTRY 0167-2 13,851.26 091102 N 5975 0 DAO CORRECTING ENTRY 0173-1 -4,724.63 060702 N 7346 0 DAO CORRECTING ENTRY 0173-2 6,573.50 060702 N 7346 0 DAO CORRECTING ENTRY 0178 2,405.93 040502 N 7423 0 0179 2,292.98 052902 N 7424 0 0193-1 -91.78 060702 N 7346S0 DAO CORRECTING ENTRY 0193-2 126.21 060702 N 7346S0 DAO CORRECTING ENTRY 0198 10,815.60 060702 N 4363 0 0254 1,706.47 031202 N 7794 0 0255 7,159.98 031102 N 7795 0 0280 6,764.19 060502 N 7900 0 0336 4,270.33 022003 N 8597 0 0352 1,082.10 032003 N 8981 0 0439 1,980.97 032703 N 9387 0 0440 46.23 032703 N 9387S0 0451-1 -7,307.52 040403 N 9382 0 DAO CORRECTING ENTRY 0451-2 7,266.66 040403 N 9382 0 DAO CORRECTING ENTRY 0453-1 -2,685.09 040303 N 9381 0 DAO CORRECTING ENTRY 0453-2 2,670.19 040303 N 9381 0 DAO CORRECTING ENTRY 0455-1 -2,503.06 040303 N 9380 0 DAO CORRECTING ENTRY 0455-2 2,494.90 040303 N 9380 0 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. 6 DATE 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0457-1 -8,690.99 040303 N 9379 0 DAO CORRECTING ENTRY 0457-2 8,632.95 040303 N 9379 0 DAO CORRECTING ENTRY 0467-1 -1,313.19 040303 N 9373 0 DAO CORRECTING ENTRY 0467-2 1,307.87 040303 N 9373 0 DAO CORRECTING ENTRY 0483-1 -8,006.55 050203 N 9501 0 DAO CORRECTING ENTRY 0483-2 7,946.44 050203 N 9501 0 DAO CORRECTING ENTRY 0485-1 -9,062.30 050803 N 9502 0 DAO CORRECTING ENTRY 0485-2 9,020.87 050803 N 9502 0 DAO CORRECTING ENTRY 0494-1 -2,474.81 043003 N 9514 0 DAO CORRECTING ENTRY 0494-2 2,451.28 043003 N 9514 0 DAO CORRECTING ENTRY 0497-1 -3,340.12 040703 N 9567 0 DAO CORRECTING ENTRY 0497-2 3,318.46 040703 N 9567 0 DAO CORRECTING ENTRY 0503-1 -8,770.05 042903 N 9570 0 DAO CORRECTING ENTRY 0503-2 8,725.63 042903 N 9570 0 DAO CORRECTING ENTRY 0505-3 -7,028.02 043003 N 9571 0 DAO CORRECTING ENTRY 0505-4 6,977.86 043003 N 9571 0 DAO CORRECTING ENTRY 0507-1 -16,900.08 042203 N 9572 0 DAO CORRECTING ENTRY 0507-2 16,797.40 042203 N 9572 0 DAO CORRECTING ENTRY 0509-1 -10,216.85 050803 N 9573 0 DAO CORRECTING ENTRY 0509-2 10,150.41 050803 N 9573 0 DAO CORRECTING ENTRY 0517-1 -8,926.50 040903 N 9576 0 DAO CORRECTING ENTRY 0517-2 8,881.86 040903 N 9576 0 DAO CORRECTING ENTRY 0520-1 -12,186.44 042103 N 9577 0 DAO CORRECTING ENTRY 0520-2 12,093.92 042103 N 9577 0 DAO CORRECTING ENTRY 0523-1 -9,927.48 042803 N 9578 0 DAO CORRECTING ENTRY 0523-2 9,878.43 042803 N 9578 0 DAO CORRECTING ENTRY 0525-1 -4,312.75 042803 N 9579 0 DAO CORRECTING ENTRY 0525-2 4,289.24 042803 N 9579 0 DAO CORRECTING ENTRY 0527-1 -8,901.30 042903 N 9580 0 DAO CORRECTING ENTRY 0527-2 8,849.52 042903 N 9580 0 DAO CORRECTING ENTRY 0529-1 -2,894.03 042903 N 9581 0 DAO CORRECTING ENTRY 0529-2 2,883.41 042903 N 9581 0 DAO CORRECTING ENTRY 0530-1 -5,371.57 042103 N 9582 0 DAO CORRECTING ENTRY 0530-2 5,320.85 042103 N 9582 0 DAO CORRECTING ENTRY 0535 7,560.87 050803 N 9585 0 0536 146.89 050803 N 9585S0 0537-1 -1,592.46 040703 N 9586 0 DAO CORRECTING ENTRY 0537-2 1,586.31 040703 N 9586 0 DAO CORRECTING ENTRY 0539-1 -2,236.54 040903 N 9587 0 DAO CORRECTING ENTRY 0539-2 2,222.11 040903 N 9587 0 DAO CORRECTING ENTRY 0541-1 -7,957.35 040103 N 9588 0 DAO CORRECTING ENTRY 0541-2 7,928.48 040103 N 9588 0 DAO CORRECTING ENTRY 0544-1 -5,607.54 041403 N 9589 0 DAO CORRECTING ENTRY 0544-2 5,589.49 041403 N 9589 0 DAO CORRECTING ENTRY 0546-1 -7,220.09 042403 N 9505 0 DAO CORRECTING ENTRY 0546-2 7,133.88 042403 N 9505 0 DAO CORRECTING ENTRY 0559-1 -5,859.15 050503 N 9596 0 DAO CORRECTING ENTRY 0559-2 5,808.89 050503 N 9596 0 DAO CORRECTING ENTRY 0563-1 -1,526.71 042903 N 9598 0 DAO CORRECTING ENTRY 0563-2 1,516.58 042903 N 9598 0 DAO CORRECTING ENTRY 0569-1 -3,575.92 050703 N 9602 0 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. 7 DATE 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0569-2 3,552.94 050703 N 9602 0 DAO CORRECTING ENTRY 0571-1 -5,914.04 042203 N 9603 0 DAO CORRECTING ENTRY 0571-2 5,857.20 042203 N 9603 0 DAO CORRECTING ENTRY 0577-1 -10,228.34 050603 N 9507 0 DAO CORRECTING ENTRY 0577-2 10,163.91 050603 N 9507 0 DAO CORRECTING ENTRY 0579-1 -4,344.91 050703 N 9508 0 DAO CORRECTING ENTRY 0579-2 4,312.83 050703 N 9508 0 DAO CORRECTING ENTRY 0581-1 -9,360.39 050903 N 9509 0 DAO CORRECTING ENTRY 0581-2 9,293.84 050903 N 9509 0 DAO CORRECTING ENTRY 0583-1 -2,662.27 050703 N 9510 0 DAO CORRECTING ENTRY 0583-2 2,644.93 050703 N 9510 0 DAO CORRECTING ENTRY 0590-1 -7,804.32 050803 N 9511 0 DAO CORRECTING ENTRY 0590-2 7,746.85 050803 N 9511 0 DAO CORRECTING ENTRY 0603-1 -3,079.92 043003 N 9526 0 DAO CORRECTING ENTRY 0603-2 3,051.06 043003 N 9526 0 DAO CORRECTING ENTRY 0605-1 -3,307.50 050203 N 9527 0 DAO CORRECTING ENTRY 0605-2 3,291.01 050203 N 9527 0 DAO CORRECTING ENTRY 0606-1 -3,102.65 050603 N 9528 0 DAO CORRECTING ENTRY 0606-2 3,079.65 050603 N 9528 0 DAO CORRECTING ENTRY 0615-1 -3,168.09 051203 N 9800 0 DAO CORRECTING ENTRY 0615-2 3,159.45 051203 N 9800 0 DAO CORRECTING ENTRY 0619-1 -3,159.26 052303 N 9803 0 DAO CORRECTING ENTRY 0619-2 3,127.13 052303 N 9803 0 DAO CORRECTING ENTRY 0624 8,701.46 050903 N 9805 0 0625 90.69 050903 N 9805S0 0629-1 -1,315.63 052303 N 9819 0 DAO CORRECTING ENTRY 0629-2 1,307.82 052303 N 9819 0 DAO CORRECTING ENTRY 0633-1 -4,426.59 051303 N 9820 0 DAO CORRECTING ENTRY 0633-2 4,413.35 051303 N 9820 0 DAO CORRECTING ENTRY 0637 2,017.87 051303 N 9810 0 0638 12,086.94 051403 N 9811 0 0639 476.37 051403 N 9811S0 0641 2,141.99 051303 N 9815 0 0644 92.59 051303 N 9815S0 0646 4,469.25 051303 N 9814 0 0647-1 -7,101.69 051503 N 098210 DAO CORRECTING ENTRY 0647-2 7,053.50 051503 N 098210 DAO CORRECTING ENTRY 0649 213.81 051303 N 9814S0 0650-1 -9,552.56 051603 N 098220 DAO CORRECTING ENTRY 0650-2 9,485.11 051603 N 098220 DAO CORRECTING ENTRY 0654-1 -9,907.52 051903 N 098230 DAO CORRECTING ENTRY 0654-2 9,845.99 051903 N 098230 DAO CORRECTING ENTRY 0658-1 -4,443.57 052003 N 098240 DAO CORRECTING ENTRY 0658-2 4,412.43 052003 N 098240 DAO CORRECTING ENTRY 0669 1,061.26 050703 N 101560 0673 5,580.98 051003 N 101600 0681-1 -2,943.68 060703 N 107010 DAO CORRECTING ENTRY 0681-2 2,928.95 060703 N 107010 DAO CORRECTING ENTRY 0689 3,822.82 051003 N 101730 0692-1 -1,218.76 061103 N 107050 DAO CORRECTING ENTRY 0692-2 1,214.06 061103 N 107050 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. 8 DATE 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0697 796.84 020403 N 101870 0716 1,149.16 062303 N 112790 0723 829.06 022403 N 112860 0734 1,670.72 062403 N 112930 0740 932.58 040402 N 5990S0 0741 8,260.15 042502 N 4508 0 0742 1,271.81 042502 N 4508S0 0743 4,055.13 061302 N 4361 0 0744 391.82 061302 N 4361S0 0745 341.78 022003 N 8597S0 0746 37.04 032003 N 8981S0 0747 43.60 022403 N 101872 0748 6,525.47 061202 N 4360 0 0749 460.08 061202 N 4360S0 0750 41.44 060702 N 4363S0 0751 6,702.61 060602 N 4365 0 0752 557.31 031102 N 7795S0 0753 208.18 052902 N 7424S0 217 0025-2 5,177.72 E.W. @ F.A.(+) 122702 N 8489 0 DAO CORRECTING ENTRY 0029-1 -2,713.94 123102 N 8493 0 DAO CORRECTING ENTRY 0029-2 3,106.42 123102 N 8493 0 DAO CORRECTING ENTRY 0037 10,610.72 121102 N 8401 0 0039 2,172.82 123102 N 100190 0040 32,234.88 123102 N 100170 0041 15,851.29 121202 N 8472 0 0042 10,567.52 121202 N 8473 0 221 0021-1 -539.64 E.W. @ F.A.(+) 080702 N 5076 0 DAO CORRECTING ENTRY 0021-2 699.10 080702 N 5076 0 DAO CORRECTING ENTRY 0029-1 -970.82 080502 N 5073 0 DAO CORRECTING ENTRY 0052 784.57 022403 N 108500 0053 2,936.40 081903 N 115340 0054 37,857.60 091703 N 116570 230 0005 7,411.79 A.C. @ F.A.(+) 062602 N 4702 0 0007 5,969.03 062402 N 4704 0 0016 5,220.84 072302 N 4689 0 0027 3,127.68 062002 N 4501 0 0030 9,727.98 061302 N 4504 0 0033 2,144.58 062002 N 4574 0 0062 12,224.54 062002 N 4822 0 0109 5,351.63 052002 N 4917 0 0225 3,575.20 052902 N 4893 0 0226 3,326.65 060502 N 4894 0 0229 9,436.68 062102 N 4899 0 0358 7,727.15 041602 N 6083 0 0359 6,212.00 040202 N 6082 0 0360 8.95 040202 N 6082S0 0361 4,948.46 040102 N 6081 0 0362 7,207.99 032002 N 6080 0 0363 691.73 032002 N 6080S0 0364 8,838.46 031302 N 6079 0 0365 1,285.87 030102 N 6078 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 9 DATE 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0366 1,934.67 022802 N 6077 0 0367 4,073.62 041602 N 4635 0 0368 202.64 052902 N 4893S0 0369 60.37 060502 N 4894S0 0370 3,549.89 052302 N 4253 0 0371 530.67 052302 N 4253S0 0372 4,053.76 052202 N 4134 0 0373 515.52 052202 N 4134S0 0374 1,549.99 031102 N 6090 0 0375 1,064.95 031102 N 4492 0 0376 720.63 041702 N 4228 0 0377 511.19 030802 N 6089 0 0378 28.11 030802 N 6089S0 0379 1,655.39 042402 N 5987 0 0380 3,577.75 060402 N 4367 0 0381 4,241.24 052302 N 4140 0 0382 6,527.94 053002 N 4267 0 0383 1,858.33 052302 N 4138 0 0384 3,579.09 030402 N 4507 0 0385 4,466.96 061102 N 4270 0 0386 831.15 061102 N 4270S0 0387 4,520.96 052202 N 4136 0 0388 863.74 052202 N 4136S0 0389 5,816.37 061002 N 4389 0 0390 831.15 061002 N 4389S0 0391 787.48 052302 N 4139 0 0392 4,947.46 052802 N 4256 0 0393 2,623.65 050802 N 7805 0 0394 1,580.94 052802 N 4265 0 0395 1,138.01 060502 N 4369 0 0396 7,797.60 052102 N 4248 0 0397 542.49 052102 N 4248S0 0398 10,294.45 052302 N 4254 0 0399 7,995.93 060302 N 4383 0 0400 1,430.65 052802 N 7345 0 0401 4,255.24 052402 N 4382 0 0402 6,384.14 052102 N 4133 0 0403 863.74 052102 N 4133S0 0404 4,182.98 052802 N 4264 0 0405 3,195.31 031302 N 4493 0 0406 7,388.77 062402 N 4394 0 0407 556.98 062102 N 4899S0 0408 192.51 062102 N 4822S0 0409 440.95 062002 N 4501S0 0410 462.21 062402 N 4704S0 0411 328.43 052602 N 4702S0 0412 11,120.47 071802 N 4695R0 0413 11,993.00 111802 N 6793R0 0414 313.66 062002 N 4574S0 235 0158 613.57 E.W. @ F.A.(+) 043003 N 9868 0 238 0001 26,750.00 A.C. @ L.S.(+) 012403 N 4844 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 10 DATE 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 267 0010 303,582.00 E.W. @ L.S.(+) 041503 N 267-10 303 0001 809.64 E.W. @ F.A.(+) 071403 N 108040 0002 1,370.50 071503 N 108050 0003 2,563.79 071603 N 108070 0004 149.05 071403 N 107540 0005 1,275.47 071403 N 108030 0006 896.10 081103 N 112950 0007 420.20 080403 N 112480 0008 360.65 073103 N 110270 0009 325.68 073103 N 110250 0010 250.75 071503 N 108060 0011 526.59 072103 N 108470 0012 512.51 071803 N 108460 0013 1,299.14 071703 N 108450 0014 283.05 072403 N 109350 0016 282.70 072403 N 109360 0017 744.56 072403 N 109370 0018 566.11 072503 N 109380 0019 580.36 072203 N 109230 0020 580.36 072303 N 109240 0021 425.48 071603 N 108080 0022 427.05 072803 N 109630 0023 502.67 072803 N 109610 0024 362.04 072803 N 109640 0025 787.14 072903 N 109690 0026 427.05 072903 N 109720 0027 282.70 072103 N 108900 0029 282.70 072203 N 108910 0030 608.38 072303 N 108920 0031 325.68 072503 N 109220 0033 405.24 073003 N 110240 0034 282.25 072103 N 108890 0035 450.03 073103 N 110280 0036 905.09 073003 N 112570 0038 410.70 080403 N 112470 0040 360.26 073003 N 112550 0041 679.91 073003 N 112560 0042 430.32 080103 N 112580 0043 322.41 080103 N 112590 0044 148.75 080203 N 112600 0045 148.75 080403 N 112610 0046 148.75 080403 N 112620 0047 297.51 080403 N 112630 0049 38.35 080603 N 112650 0050 235.25 080603 N 112660 0051 424.58 080603 N 112670 0052 690.26 080803 N 114940 0053 377.17 080703 N 114970 0054 148.75 072503 N 114980 0055 14.12 080703 N 114990 312 0004 500,000.00 A.C. @ L.S.(+) 081503 N 101020 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 11 DATE 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 314 0005 411.04 E.W. @ F.A.(+) 061503 N 9847 0 0006 563.92 061103 N 9846 0 0012 494.31 081903 N 114770 2,074,587.88 TOTAL THIS ESTIMATE 38,938,638.82 TOTAL PREVIOUS ESTIMATE 41,013,226.70 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 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCS -348,750.00 02 MISSING SUBMITTALS -675,000.00 03 BASELINE SCHEDULE -425,720.00 04 MISSING DOCS 348,750.00 04 MISSING SUBMITTALS 675,000.00 04 BASELINE SCHEDULE 425,720.00 05 BASELINE SCHEDULE -950,000.00 05 CPM BASELINE -904,780.00 05 BASELINE SCHEDULE 950,000.00 06 CPM BASELINE 904,780.00 07 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE 968,982.50 10 BASELINE SCHEDULE 968,982.50 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 CPM UPDATES,01/08 -900,000.00 13 CPM UPDATES 01/08 -264,325.64 13 TRAFFIC DELAY 9/30 -15,500.00 13 CPM SCHEDULE UPDATES -692,474.30 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 STL FAB 300 PLUS MI -13,728.18 14 CPM SCHEDULE UPDATES -22,500.00 15 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -691,727.00 16 CPM UDATE JULY-DEC1 -151,513.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 09/25/03 EST. NO.41 TIME 09:33 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 STL FAB +300 MILES -9,892.05 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 403,216.00 31 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 STL FAB +300 MILES -17,179.17 37 STL FAB +300 MILES -9,110.87 38 STL FAB +300 MILES -13,252.21 39 STL FAB + 300 MILES -23,974.56 40 #159 OUT OF COMPLIA -335.50 41 STL FAB + 300 MILES -17,825.38 41 -18,160.88 -157,157.06 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 09/25/03 EST. NO.41 TIME 09:33 AM 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 0.00 0.00 TOTAL DEDUCTIONS -18,160.88 -157,157.06 PROGRAM CAS145 PAGE 1 DATE 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 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 1,074.000 48,330,000.00 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 0.680 34,680.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 299.000 1,495.00 3,649.000 18,245.00 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 15,750.00 387.800 1,745.10 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.734 28,185.60 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.047 41,548.00 0.857 757,588.00 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 0.036 9,000.00 0.731 182,750.00 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 0.791 634,382.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 3,966.100 35,694.90 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.010 3,490.00 0.818 285,482.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.741 2,618,694.00 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 4,953,960.00 980.000 32,340.00 92,960.000 3,067,680.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 1,843.000 6,911.25 88,300.000 331,125.00 PROGRAM CAS145 PAGE 2 DATE 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,593.00 136.000 95,642.00 1,074.000 755,290.50 24 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 2.000 29,174.00 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 0.000 0.00 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 0.000 0.00 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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.229 183,200.00 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 0.000 0.00 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 0.092 64,400.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.123 86,100.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.961 672,700.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.025 50,000.00 0.265 530,000.00 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 1,871.620 159,087.70 3,009.620 255,817.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.048 88,839.98 0.511 945,775.66 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.949 569,924.80 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.516 2,859,121.94 (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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,234.000 283,678.00 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 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 14,347,200.00 196.800 1,653,120.00 1,219.620 10,244,808.00 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 19.500 1,992,900.00 410.000 41,902,000.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.152 600,867.25 0.556 2,197,909.14 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 560.000 259,280.00 2,809.000 1,300,567.00 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 43.000 54,782.00 1,359.500 1,732,003.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 12,226.920 189,517.26 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 236.000 7,080.00 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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 380,000.00 18.000 6,840,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.380 169,350.04 16.400 7,308,791.20 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 1.000 400,000.00 2.000 800,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.750 246,744.00 1.710 562,576.32 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 2,570.500 59,121.50 113,783.530 2,617,021.19 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 2,538.250 58,379.75 6,526.500 150,109.50 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 377.000 154,570.00 5,776.200 2,368,242.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 11,020.840 228,682.43 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 67,500.00 600,000.000 540,000.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 139,153.000 180,898.90 643,716.000 836,830.80 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 21,039.000 27,350.70 282,496.000 367,244.80 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 3.000 119,100.00 31.000 1,230,700.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 479,272.000 690,151.68 3,320,439.500 4,781,432.88 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 620,168.000 254,268.88 3,111,625.100 1,275,766.29 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,302.000 15,624.00 10,968.000 131,616.00 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 0.000 0.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 588.000 40,572.00 9,620.000 663,780.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.035 3,500.00 0.605 60,500.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 11,506.500 53,044.97 22,420.500 103,358.51 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 2,515.500 10,062.00 25,399.500 101,598.00 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 0.050 82,598.70 0.125 206,496.75 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.185 40,118.18 0.681 147,678.26 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 0.000 0.00 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.000 0.00 (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 0.034 54,925.98 0.524 846,506.28 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.077 10,978.74 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 1,119,657.00 155.000 120,435.00 1,287.000 999,999.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 857.600 747,827.20 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 14,044,642.00 451.200 471,955.20 3,327.690 3,480,763.74 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 5.750 129,973.00 199.750 4,515,149.00 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 0.015 7,489.64 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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.000 25,445.00 367.000 266,809.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 100.000 34,100.00 2,030.000 692,230.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 132.094 40,420.76 780.970 238,976.82 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 16,458.590 263,337.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 556.000 15,568.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 0.000 0.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 0.000 0.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 12.000 93,600.00 208.000 1,622,400.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 2.000 47,000.00 3.000 70,500.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 0.000 0.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 0.000 0.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 8.000 78,888.00 177.800 1,753,285.80 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 2.000 11,506.00 3.000 17,259.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 230.000 4,140.00 636.000 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 0.000 0.00 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 7,360.000 242,880.00 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 2,720,700.00 205,931.000 185,337.90 966,777.670 870,099.90 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,970.000 11,661.00 807,943.850 1,050,327.01 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 254.000 1,270.00 254.000 1,270.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 28,640.780 123,441.76 33,281.780 143,444.47 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 15,045.100 31,745.16 128,694.700 271,545.82 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 411,997.000 585,035.74 4,600,248.400 6,532,352.73 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 411,997.000 733,354.66 4,587,848.400 8,166,370.15 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 9,654.000 174,158.16 104,221.000 1,880,146.84 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 2,234.000 3,797.80 15,850.000 26,945.00 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 2,234.000 17,224.14 15,850.000 122,203.50 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 64.000 934,400.00 (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 0.244 463,600.00 0.591 1,122,900.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 40,260.100 2,496,126.20 171,768.130 10,649,624.06 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.155 15,500.00 0.608 60,800.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 296,875.100 777,812.76 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 0.000 0.00 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 18,000.000 29,880.00 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 1,404,096.00 186.000 57,474.00 4,269.700 1,319,337.30 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,201.000 432,360.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 09:33 AM ESTIMATE NO. 41 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 09/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,968,243.08 256,471,443.37 ADJUSTMENT OF COMPENSATION 867,508.58 16,648,299.60 EXTRA WORK 1,207,079.30 24,364,927.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 18,042,830.96 297,484,670.07 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 18,042,830.96 341,971,988.07 MATERIALS ON HAND ON SITE 42,300,683.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -18,160.88 -157,157.06 TOTAL 18,024,670.08 384,115,514.01 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 1074 0 0 3 63% 74% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/03