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 08/25/03 EST. NO.40 TIME 08:45 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 0027 767.90 E.W. @ F.A.(+) 061303 N 101950 0028 895.87 062003 N 101960 0029 723.51 070803 N 107180 022 0385 280.50 E.W. @ F.A.(+) 042503 N 9318 0 0387 374.00 042603 N 9319 0 0400 3,149.96 051603 N 9495 0 0402 6,418.39 051403 N 9619 0 0403 3,560.19 051903 N 9496 0 0405 162.06 051503 N 9465 0 0406 6,063.97 052103 N 9622 0 0414 7,359.01 052703 N 9640 0 0415 108.04 052903 N 9679 0 0429 330.79 060303 N 100760 0430 1,076.93 060403 N 101920 0431 1,042.54 060203 N 100750 0432 216.08 051403 N 100740 0433 216.08 050803 N 100730 0434 148.65 050603 N 9327 0 0439 36,339.62 071003 N 106930 0443 223.67 061803 N 107250 0444 151.73 061903 N 107200 0445 67.08 061803 N 107210 0455 81.60 061603 N 107970 0456 110.35 062003 N 107220 0457 110.35 062303 N 107270 0460 216.08 050503 N 093260 0463 165.94 070103 N 107950 0464 243.26 061103 N 107960 0465 192.92 070703 N 107940 0467 145.12 062303 N 107260 0468 1,101.70 071803 N 107920 0469 580.82 071603 N 107930 0474 330.87 072103 N 108340 0475 82.97 072103 N 108350 0476 219.92 072203 N 108250 0477 165.94 072103 N 108260 0478 109.95 072303 N 108480 0487 141.01 052103 N 9622S0 0488 181,214.53 E.W. @ U.P (+) 081803 N 113180 0489 26,045.55 081803 N 113200 038 0112 1,840.68 E.W. @ F.A.(+) 052103 N 108960 0113 548.82 052103 N 108970 0116 3,614.15 022502 N 2604R0 073 0104 1,227.95 E.W. @ F.A.(+) 060603 N 109660 0105 1,653.69 030503 N 109650 089 0106-3 -1,249.27 E.W. @ F.A.(+) 121701 N 3622 0 DAO CORRECTING ENTRY 0106-4 1,329.36 121701 N 3622 0 DAO CORRECTING ENTRY 0260-5 -6,274.12 060402 N 4351 0 DAO CORRECTING ENTRY 0260-6 6,506.30 060402 N 4351 0 DAO CORRECTING ENTRY 0792-1 -8,441.60 071602 N 4544 0 DAO CORRECTING ENTRY 150 0022 1,811.16 E.W. @ F.A.(+) 052803 N 108980 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 08/25/03 EST. NO.40 TIME 08:45 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 --------------------------------------------------------------------------- 153 0002 5,409.60 E.W. @ F.A.(+) 121601 N 1439 0 0556 35.31 032403 N 9404 0 0558 5,041.32 060603 N 096800 0559 11,141.20 060303 N 9616 0 0560 11,141.20 060603 N 9670 0 0561 11,141.20 060603 N 9671 0 0562 11,396.00 060603 N 9672 0 0563 243.98 060203 N 095550 0565 5,465.05 051403 N 9452 0 0566 72.55 041003 N 100770 0567 22.91 052003 N 100920 0568 24.10 052703 N 100930 0569 32.31 052803 N 100940 0570 129.23 060403 N 100950 0571 24.13 060503 N 100960 0572 24.13 061103 N 100970 0574 11,141.20 070803 N 102050 0575 94.87 061203 N 100980 0576 11,141.20 070803 N 102060 0577 23.10 050803 N 100860 0578 24.10 042103 N 100780 0579 81.75 042403 N 100790 0580 183.97 043003 N 100800 0581 24.10 050103 N 100810 0583 199.16 050603 N 100840 0584 183.63 050703 N 100850 0585 112.15 051203 N 100870 0586 157.44 051303 N 100880 0587 177.97 051903 N 100910 0588 332.48 051403 N 100890 0589 63.95 051503 N 100900 0590 191.91 050503 N 100830 0591 6,860.04 070503 N 104010 0592 11,141.20 072403 N 108810 0593 11,914.01 072403 N 108800 0594 11,141.20 072403 N 108790 0595 11,141.20 072403 N 108780 154 0004-3 -6,269.72 E.W. @ F.A.(+) 012202 N 3766 0 DAO CORRECTING ENTRY 0004-4 6,993.94 012202 N 3766 0 DAO CORRECTING ENTRY 0005-3 -1,770.29 012102 N 3765 0 DAO CORRECTING ENTRY 0005-4 1,977.21 012102 N 3765 0 DAO CORRECTING ENTRY 0199-3 -3,087.27 040802 N 4013 0 DAO CORRECTING ENTRY 0199-4 3,422.37 040802 N 4013 0 DAO CORRECTING ENTRY 0200-1 -7,001.47 040802 N 4012 0 DAO CORRECTING ENTRY 0200-2 7,807.43 040802 N 4012 0 DAO CORRECTING ENTRY 0204-3 -4,651.79 041602 N 4015 0 DAO CORRECTING ENTRY 0204-4 4,743.49 041602 N 4015 0 DAO CORRECTING ENTRY 0206-3 -768.57 040902 N 4014 0 DAO CORRECTING ENTRY 0206-4 789.11 040902 N 4014 0 DAO CORRECTING ENTRY 0222-1 -16,030.55 041502 N 5081 0 DAO CORRECTING ENTRY 0222-2 16,801.11 041502 N 5081 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. 3 DATE 08/25/03 EST. NO.40 TIME 08:45 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 --------------------------------------------------------------------------- 0237-1 -2,832.00 112502 N 7019 0 DAO CORRECTING ENTRY 0237-2 2,893.63 112502 N 7019 0 DAO CORRECTING ENTRY 0241 654.18 121102 N 7070 0 0243-1 -5,175.59 073102 N 7343 0 DAO CORRECTING ENTRY 0243-2 5,564.76 073102 N 7343 0 DAO CORRECTING ENTRY 0256-1 -1,976.49 081302 N 7831 0 DAO CORRECTING ENTRY 0256-2 5,717.51 081302 N 7831 0 DAO CORRECTING ENTRY 0261-1 -154.98 081302 N 7831S0 DAO CORRECTING ENTRY 0267 7,262.29 082102 N 8074 0 0269-1 -2,419.26 020603 N 8259 0 DAO CORRECTING ENTRY 0271-1 -7,853.44 021403 N 8261 0 DAO CORRECTING ENTRY 0271-2 8,192.23 021403 N 8261 0 DAO CORRECTING ENTRY 0275-1 -70.26 020603 N 8259S0 DAO CORRECTING ENTRY 0281-1 -5,809.68 081602 N 8402 0 DAO CORRECTING ENTRY 0281-2 6,080.72 081602 N 8402 0 DAO CORRECTING ENTRY 0283 3,868.59 022103 N 8405 0 0306-1 -40.08 081602 N 8402S0 DAO CORRECTING ENTRY 0306-2 407.52 081602 N 8402S0 DAO CORRECTING ENTRY 0308-1 -994.33 021403 N 8261S0 DAO CORRECTING ENTRY 0308-2 908.09 021403 N 8261S0 DAO CORRECTING ENTRY 0315 3,549.28 033103 N 9411 0 0316 128.68 033103 N 9411S0 0338-1 -5,238.51 051503 N 9845 0 DAO CORRECTING ENTRY 0338-2 5,319.65 051503 N 9845 0 DAO CORRECTING ENTRY 0343-1 -7,098.25 052103 N 9832 0 DAO CORRECTING ENTRY 0343-2 7,229.31 052103 N 9832 0 DAO CORRECTING ENTRY 0345-1 -9,223.70 051603 N 9831 0 DAO CORRECTING ENTRY 0345-2 9,663.85 051603 N 9831 0 DAO CORRECTING ENTRY 0347-1 -2,436.26 040903 N 9796 0 DAO CORRECTING ENTRY 0347-2 5,387.56 040903 N 9796 0 DAO CORRECTING ENTRY 0348 27.05 040903 N 9796S0 0358 516.39 040803 N 9791S0 0364 89.57 041003 N 9788S0 0365 2,152.18 042403 N 9787 0 0366-1 -1,050.08 042103 N 9786 0 DAO CORRECTING ENTRY 0366-2 1,579.76 042103 N 9786 0 DAO CORRECTING ENTRY 0374 2,439.30 052903 N 101270 0375 1,759.26 060203 N 101280 0376 3,056.19 060403 N 101290 0378 1,645.71 060203 N 101310 0380 17.27 052903 N 101272 0381 6.39 060203 N 101282 0382 53.26 060403 N 101292 164 0030 217.36 E.W. @ F.A.(+) 051203 N 9469 0 0039 6,829.26 051603 N 9473 0 0040 6,833.96 052003 N 9540 0 0041 5,984.26 051903 N 9476 0 0042 6,664.31 051703 N 9475 0 0044 6,829.26 051503 N 9472 0 0045 6,179.41 051403 N 9461 0 0046 6,153.82 051303 N 9433 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 08/25/03 EST. NO.40 TIME 08:45 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 --------------------------------------------------------------------------- 0047 6,316.86 052803 N 9550 0 0048 11,357.80 052703 N 9549 0 0049 261.29 052703 N 9548 0 0050 341.65 052303 N 9547 0 0051 10,813.63 052203 N 9545 0 0052 217.36 052203 N 9544 0 0053 312.26 052203 N 9675 0 0054 400.96 051703 N 9674 0 0055 130.65 052903 N 9676 0 0056 141.92 052903 N 9677 0 0057 130.65 052803 N 9681 0 0058 314.51 052203 N 9797 0 0060 10,456.00 052303 N 9546 0 0061 465.72 052903 N 9678 0 185 0002 226.93 E.W. @ F.A.(+) 022202 N 2720 0 0016 470.07 022703 N 9559 0 0017 366.00 022603 N 9558 0 189 0109 1,167.46 E.W. @ F.A.(+) 053003 N 106940 0110 1,687.79 051303 N 106950 0111 2,170.03 052003 N 106960 0112 2,289.22 052903 N 106970 0113 2,567.28 060903 N 106980 0114 2,533.32 060403 N 106990 0115 8.10 052003 N 106962 208 0004-1 -7,237.81 E.W. @ F.A.(+) 040802 N 4227 0 DAO CORRECTING ENTRY 0004-2 6,223.78 040802 N 4227 0 DAO CORRECTING ENTRY 0007-1 -5,609.36 042202 N 4233 0 DAO CORRECTING ENTRY 0007-2 5,655.73 042202 N 4233 0 DAO CORRECTING ENTRY 0016-1 -11,393.64 061202 N 4392 0 DAO CORRECTING ENTRY 0016-2 11,496.36 061202 N 4392 0 DAO CORRECTING ENTRY 0020-1 -3,963.47 040202 N 4511 0 DAO CORRECTING ENTRY 0020-2 4,025.10 040202 N 4511 0 DAO CORRECTING ENTRY 0021-1 -6,816.96 040302 N 4512 0 DAO CORRECTING ENTRY 0021-2 6,888.88 040302 N 4512 0 DAO CORRECTING ENTRY 0022-1 -3,339.11 050602 N 4513 0 DAO CORRECTING ENTRY 0022-2 4,125.87 050602 N 4513 0 DAO CORRECTING ENTRY 0023-3 -5,431.65 050902 N 4514 0 DAO CORRECTING ENTRY 0024-1 -4,777.31 051002 N 4515 0 DAO CORRECTING ENTRY 0024-2 4,818.40 051002 N 4515 0 DAO CORRECTING ENTRY 0030 9,755.14 031402 N 4495 0 0033 4,752.31 031302 N 4493 0 0038 2,250.14 041102 N 4720 0 0040-1 -4,051.85 050102 N 4236 0 DAO CORRECTING ENTRY 0040-2 4,087.81 050102 N 4236 0 DAO CORRECTING ENTRY 0041-1 -10,272.49 061202 N 4391 0 DAO CORRECTING ENTRY 0041-2 10,323.85 061202 N 4391 0 DAO CORRECTING ENTRY 0044-1 -9,891.79 061102 N 4390 0 DAO CORRECTING ENTRY 0044-2 9,989.37 061102 N 4390 0 DAO CORRECTING ENTRY 0072-1 -4,918.32 050302 N 4379 0 DAO CORRECTING ENTRY 0072-2 4,979.95 050302 N 4379 0 DAO CORRECTING ENTRY 0074 2,920.44 050802 N 4381 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 08/25/03 EST. NO.40 TIME 08:45 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 --------------------------------------------------------------------------- 0082 1,292.96 041802 N 6099 0 0086-1 -3,549.24 030802 N 5988 0 DAO CORRECTING ENTRY 0086-2 4,155.83 030802 N 5988 0 DAO CORRECTING ENTRY 0087-1 -10,585.16 030702 N 5989 0 DAO CORRECTING ENTRY 0087-2 10,287.30 030702 N 5989 0 DAO CORRECTING ENTRY 0096 6,073.13 031802 N 6091 0 0098-1 -701.83 050202 N 6093 0 DAO CORRECTING ENTRY 0098-2 727.51 050202 N 6093 0 DAO CORRECTING ENTRY 0099 2,753.09 031802 N 6094 0 0108 5,193.36 041602 N 6097 0 0171 132.80 050902 N 4514S0 0172-1 -6,623.03 060602 N 7347 0 DAO CORRECTING ENTRY 0172-2 7,623.68 060602 N 7347 0 DAO CORRECTING ENTRY 0176 816.93 030502 N 7421 0 0192-1 -248.35 060602 N 7347S0 DAO CORRECTING ENTRY 0248-1 -2,462.68 030602 N 7790 0 DAO CORRECTING ENTRY 0248-2 2,806.20 030602 N 7790 0 DAO CORRECTING ENTRY 0252 7,915.71 031502 N 7792 0 0258-1 -6,909.96 031202 N 7798 0 DAO CORRECTING ENTRY 0258-2 7,880.44 031202 N 7798 0 DAO CORRECTING ENTRY 0266 1,183.13 030602 N 7789 0 0270-1 -9,966.48 091002 N 6012 0 DAO CORRECTING ENTRY 0270-2 10,262.01 091002 N 6012 0 DAO CORRECTING ENTRY 0274 557.03 091002 N 6012S0 0281 6,641.53 102902 N 7899 0 0293 5,312.53 020703 N 8271 0 0305 4,803.99 020603 N 8277 0 0306-1 -5,891.92 022103 N 8278 0 DAO CORRECTING ENTRY 0306-2 6,252.92 022103 N 8278 0 DAO CORRECTING ENTRY 0313 6,578.23 021903 N 8285 0 0321 604.66 022403 N 8582 0 0323 1,425.26 022703 N 8584 0 0325 8,234.69 020403 N 8586 0 0341-1 -158.36 022103 N 8284S0 DAO CORRECTING ENTRY 0341-2 281.60 022103 N 8284S0 DAO CORRECTING ENTRY 0349 2,621.04 031803 N 8978 0 0366-1 -6,188.22 021803 N 8995 0 DAO CORRECTING ENTRY 0366-2 6,428.89 021803 N 8995 0 DAO CORRECTING ENTRY 0429-1 -1,610.64 032703 N 9392 0 DAO CORRECTING ENTRY 0429-2 2,248.72 032703 N 9392 0 DAO CORRECTING ENTRY 0430-1 -78.39 032703 N 9392S0 DAO CORRECTING ENTRY 0430-2 98.78 032703 N 9392S0 DAO CORRECTING ENTRY 0479 10,302.27 042503 N 9512 0 0480 461.64 042503 N 9512S0 0487 3,424.47 042503 N 9503 0 0488 7,548.43 050103 N 9506 0 0488-1 -7,548.43 050103 N 9506 0 DAO CORRECTING ENTRY 0488-2 11,684.60 050103 N 9506 0 DAO CORRECTING ENTRY 0489 254.42 042503 N 9503S0 0491 11,390.62 042303 N 9504 0 0492 2,863.31 042503 N 9513 0 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 08/25/03 EST. NO.40 TIME 08:45 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 --------------------------------------------------------------------------- 0494 2,474.81 043003 N 9514 0 0495 389.92 043003 N 9514S0 0503 8,770.05 042903 N 9570 0 0504 114.09 042903 N 9570S0 0505-1 -5,622.69 043003 N 9571 0 DAO CORRECTING ENTRY 0505-2 7,028.02 043003 N 9571 0 DAO CORRECTING ENTRY 0506-1 -587.23 043003 N 9571S0 DAO CORRECTING ENTRY 0506-2 599.52 043003 N 9571S0 DAO CORRECTING ENTRY 0507 16,900.08 042203 N 9572 0 0508 194.79 042203 N 9572S0 0509 10,216.85 050803 N 9573 0 0510 760.83 050803 N 9573S0 0512 635.05 040703 N 9574 0 0513 125.32 040703 N 9574S0 0517 8,926.50 040903 N 9576 0 0518 235.65 040903 N 9576S0 0520 12,186.44 042103 N 9577 0 0522 394.79 042103 N 9577S0 0523 9,927.48 042803 N 9578 0 0524 286.36 042803 N 9578S0 0525 4,312.75 042803 N 9579 0 0526 109.88 042803 N 9579S0 0527 8,901.30 042903 N 9580 0 0529 2,894.03 042903 N 9581 0 0530 5,371.57 042103 N 9582 0 0531 151.68 042103 N 9582S0 0543 403.73 042303 N 9504S0 0546 7,220.09 042403 N 9505 0 0550 877.26 042403 N 9505S0 0554 208.36 050103 N 9506S0 0559 5,859.15 050503 N 9596 0 0560 152.26 050503 N 9596S0 0563 1,526.71 042903 N 9598 0 0569 3,575.92 050703 N 9602 0 0571 5,914.04 042203 N 9603 0 0572 241.91 042203 N 9603S0 0577 10,228.34 050603 N 9507 0 0578 440.14 050603 N 9507S0 0579 4,344.91 050703 N 9508 0 0580 491.98 050703 N 9508S0 0581 9,360.39 050903 N 9509 0 0582 871.17 050903 N 9509S0 0583 2,662.27 050703 N 9510 0 0590 7,804.32 050803 N 9511 0 0591 905.37 050803 N 9511S0 0603 3,079.92 043003 N 9526 0 0604 184.28 043003 N 9526S0 0612 216.08 051303 N 9463 0 0615 3,168.09 051203 N 9800 0 0616 23.07 051203 N 9800S0 0619 3,159.26 052303 N 9803 0 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 08/25/03 EST. NO.40 TIME 08:45 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 --------------------------------------------------------------------------- 0622 78.06 052303 N 9803S0 0628 195.00 050903 N 9807 0 0647 7,101.69 051503 N 098210 0648 512.41 051503 N 098212 0650 9,552.56 051603 N 098220 0652 624.51 051603 N 098222 0654 9,907.52 051903 N 098230 0655 560.15 051903 N 098232 0658 4,443.57 052003 N 098240 0659 306.27 052003 N 098242 0681 2,943.68 060703 N 107010 0692 1,218.76 061103 N 107050 0708 11.61 031803 N 8978S0 0710 203.33 022703 N 8584S0 0712 54.93 061103 N 107052 0725 554.15 021903 N 8285S0 0728 229.73 020703 N 8271 2 0729 645.10 020403 N 8586S0 0730 126.73 020603 N 8277S0 0736 89.13 041102 N 4720S0 0737 97.34 030602 N 7789S0 0738 149.33 030502 N 7421S0 0739 12.59 041602 N 6097S0 217 0005 284.62 E.W. @ F.A.(+) 112502 N 8111 0 0006 1,735.26 030303 N 8149 0 0009 2,121.62 120602 N 8398 0 0010 6,712.60 120902 N 8399 0 0011 6,720.18 121002 N 8400 0 0027 6,118.73 122902 N 8491 0 0028 6,585.86 123002 N 8492 0 0029 2,713.94 123102 N 8493 0 0033 2,020.31 121602 N 8523 0 0034 1,838.38 010203 N 8524 0 0035 1,838.38 010303 N 8525 0 0036 1,090.80 040303 N 8526 0 221 0050 1,615.70 E.W. @ F.A.(+) 030303 N 9694 0 230 0331-1 -979.05 A.C. @ F.A.(+) 041002 N 7802 0 DAO CORRECTING ENTRY 0332-1 -963.04 041002 N 7803 0 DAO CORRECTING ENTRY 0341 1,077.12 041002 N 7803R0 0342 42.00 041002 N 7803S0 0343 1,093.11 041002 N 7802R0 0344 21.53 041002 N 7802S0 0345 1,137.96 041702 N 6098 0 0346 9,032.17 030802 N 7422 0 0347 1,655.44 061402 N 5996 0 0348 59.32 061402 N 5996S0 0349 1,550.11 031202 N 7799 0 0350 14.66 031202 N 7799S0 0351 8,466.52 030502 N 7420 0 0352 4,663.53 062402 N 4393 0 0353 15.87 062402 N 4393S0 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 08/25/03 EST. NO.40 TIME 08:45 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 --------------------------------------------------------------------------- 0354 6,226.31 042202 N 4366 0 0355 2,009.14 041902 N 6103 0 0356 1,990.07 022802 N 6088 0 0357 96.26 041002 N 7801S0 235 0148 156.93 E.W. @ F.A.(+) 101602 N 100060 0149 160.73 102902 N 100070 0150 160.73 103002 N 100080 0151 279.59 110702 N 100090 0152 152.41 111302 N 100100 0153 137.85 111802 N 100110 0154 152.41 111902 N 100120 0155 145.47 112002 N 100130 0157 2,290.07 042503 N 9867 0 0159 613.57 050103 N 9869 0 0160 721.34 050803 N 9870 0 0161 2,477.68 050903 N 9871 0 0162 1,274.65 051203 N 9872 0 0163 2,398.29 051303 N 9875 0 0164 843.25 051303 N 9876 0 0165 555.89 051303 N 9877 0 0166 627.54 051403 N 9878 0 0167 1,298.94 051403 N 9879 0 0168 469.02 051503 N 9882 0 0169 1,441.74 051903 N 9883 0 0170 384.89 051903 N 9884 0 0172 1,307.85 052003 N 9886 0 0173 501.44 052003 N 9887 0 0174 775.50 041003 N 9858 0 0175 1,245.76 041103 N 9859 0 0176 1,020.27 041103 N 9860 0 0177 912.43 041403 N 9861 0 0178 349.96 041703 N 9862 0 0179 523.13 041803 N 9863 0 0180 1,811.26 042103 N 9864 0 0181 1,311.65 042303 N 9865 0 0182 1,436.48 042403 N 9866 0 0183 371.60 052103 N 9888 0 0184 371.60 052203 N 9889 0 0185 327.41 052203 N 9890 0 310 0001 56,941.00 A.C. @ L.S.(+) 082003 N T17138 312 0003 500,000.00 A.C. @ L.S.(+) 061503 N 101000 314 0003 922.29 E.W. @ F.A.(+) 051303 N 9455 0 0004 3,876.21 051203 N 9454 0 344 0001 220,000.00 A.C. @ L.S.(+) 082003 N 344-01 1,777,548.43 TOTAL THIS ESTIMATE 37,161,090.39 TOTAL PREVIOUS ESTIMATE 38,938,638.82 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 08/25/03 EST. NO.40 TIME 08:45 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 08/25/03 EST. NO.40 TIME 08:45 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 -23,974.56 -138,996.18 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 08/25/03 EST. NO.40 TIME 08:45 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 -23,974.56 -138,996.18 PROGRAM CAS145 PAGE 1 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 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 1,043.000 46,935,000.00 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 0.660 33,660.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 100.000 500.00 3,350.000 16,750.00 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 0.713 27,379.20 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.810 716,040.00 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 0.015 3,750.00 0.695 173,750.00 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 0.767 615,134.00 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 0.808 281,992.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.720 2,544,480.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 805.000 2,012.50 87,556.000 218,890.00 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 35.000 227.50 278.000 1,807.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 561.000 2,244.00 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 3,960.000 130,680.00 91,980.000 3,035,340.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 1,959.000 7,346.25 86,457.000 324,213.75 PROGRAM CAS145 PAGE 2 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 68.000 47,821.00 938.000 659,648.50 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 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.240 480,000.00 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 27.000 2,295.00 1,138.000 96,730.00 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.010 18,508.33 0.463 856,935.68 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.005 3,002.77 0.949 569,924.80 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.140 775,730.76 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 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,798.440 321,495.48 (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 0.000 0.00 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 14,347,200.00 210.900 1,771,560.00 1,022.820 8,591,688.00 S) PILING (SUBSTRUCTURE) 87 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 88 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 S) PILE (SUBSTRUCTURE) 89 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 1,049.000 1,800,084.00 CONCRETE PILING (SUBSTRUCTURE) 90 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 S) PILE (SUBSTRUCTURE) 91 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 572.000 1,503,216.00 CONCRETE PILING (SUBSTRUCTURE) 92 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 4.000 576,508.00 S) PILE (SUBSTRUCTURE) 93 MICROPILE EA 102,200.0000 49,158,200.00 28.800 2,943,360.00 390.500 39,909,100.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.110 434,838.14 0.404 1,597,041.90 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 103.000 47,689.00 2,249.000 1,041,287.00 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 1,316.500 1,677,221.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 139.670 2,164.89 12,226.920 189,517.26 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 229.000 6,870.00 965.000 28,950.00 (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 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 6,460,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.850 378,809.30 16.020 7,139,441.16 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 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.060 19,739.52 0.960 315,832.32 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 0.010 2,969.35 2.000 593,870.00 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 3,552.330 81,703.59 111,213.030 2,557,899.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 2,598.080 59,755.84 3,988.250 91,729.75 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 676.000 277,160.00 5,399.200 2,213,672.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 212.170 4,402.53 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 810,000.00 150,000.000 135,000.00 525,000.000 472,500.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 16,272.000 21,153.60 504,563.000 655,931.90 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 261,457.000 339,894.10 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 6.000 238,200.00 28.000 1,111,600.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 822,129.500 1,183,866.48 2,841,167.500 4,091,281.20 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 1,146,900.000 470,229.00 2,491,457.100 1,021,497.41 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,102.000 61,224.00 9,666.000 115,992.00 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 1,149,540.00 325.000 22,425.00 9,032.000 623,208.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.019 1,900.00 0.570 57,000.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 10,914.000 50,313.54 10,914.000 50,313.54 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 15,627.000 62,508.00 22,884.000 91,536.00 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 0.010 1,211.37 0.250 30,284.25 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.150 115,734.60 0.150 115,734.60 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.075 123,898.05 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.112 24,287.76 0.496 107,560.08 (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 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 0.017 27,462.99 0.490 791,580.30 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.154 21,957.47 0.531 75,710.51 (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 30.000 23,310.00 1,132.000 879,564.00 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 50.000 5,450.00 1,050.000 114,450.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 181.800 190,162.80 2,876.490 3,008,808.54 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 194.000 4,385,176.00 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 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 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.000 33,442.00 332.000 241,364.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 1,930.000 658,130.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 98.600 30,171.60 648.876 198,556.06 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 2,976.830 47,629.28 16,458.590 263,337.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 78.000 2,184.00 556.000 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 16.000 124,800.00 196.000 1,528,800.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 1.000 23,500.00 (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 44.400 437,828.40 169.800 1,674,397.80 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 1.000 5,753.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 406.000 7,308.00 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 350,790.00 846.000 27,918.00 7,360.000 242,880.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 301.000 13,846.00 598.000 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 92,770.200 83,493.18 760,846.670 684,762.00 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 158,225.000 205,692.50 798,973.850 1,038,666.01 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 0.000 0.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 4,641.000 20,002.71 4,641.000 20,002.71 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 10,511.100 22,178.42 113,649.600 239,800.66 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 376,598.400 534,769.73 4,188,251.400 5,947,316.99 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 376,598.400 670,345.15 4,175,851.400 7,433,015.49 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 11,558.000 208,506.32 94,567.000 1,705,988.68 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 13,616.000 23,147.20 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 13,616.000 104,979.36 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 2.000 29,200.00 60.000 876,000.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 0.000 0.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.000 0.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 0.000 0.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.019 36,100.00 0.347 659,300.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 11,974.500 742,419.00 131,508.030 8,153,497.86 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.029 2,900.00 0.453 45,300.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 2,358.000 6,177.96 296,875.100 777,812.76 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 1,404,096.00 432.000 133,488.00 4,083.700 1,261,863.30 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 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 08:45 AM ESTIMATE NO. 40 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 08/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,083,374.67 240,503,200.30 ADJUSTMENT OF COMPENSATION 814,150.03 15,780,791.02 EXTRA WORK 963,398.40 23,157,847.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 16,860,923.10 279,441,839.12 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 16,860,923.10 323,929,157.12 MATERIALS ON HAND ON SITE 43,871,755.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -23,974.56 -138,996.18 TOTAL 16,836,948.54 367,661,915.94 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 1043 3 0 0 60% 72% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/03