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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0015-3 -550.66 E.W. @ F.A.(+) 010202 N 1784 0 DAO CORRECTING ENTRY 0015-4 556.34 010202 N 1784 0 DAO CORRECTING ENTRY 0020 664.82 022003 N 8218 0 0021 35.00 060102 N 4751 0 004 0004 11,235.60 A.C. @ U.P.(+) 103102 N 6454-1 022 0134-1 -4,767.71 E.W. @ F.A.(+) 070302 N 4537 0 DAO CORRECTING ENTRY 0137-1 -6,059.36 071102 N 4541 0 DAO CORRECTING ENTRY 0138-1 -6,413.58 071202 N 4542 0 DAO CORRECTING ENTRY 0139-1 -6,413.58 071702 N 4545 0 DAO CORRECTING ENTRY 0147-1 -6,538.61 071502 N 4543 0 DAO CORRECTING ENTRY 0148-1 -7,111.49 070902 N 4539 0 DAO CORRECTING ENTRY 0149-1 -8,065.82 071602 N 4544 0 DAO CORRECTING ENTRY 0312-1 -9,218.97 071802 N 4778 0 DAO CORRECTING ENTRY 0352 3,178.44 E.W. @ U.P (+) 021403 N 8014 0 0354 10,859.67 031903 N 8323 0 0355 1,486.65 E.W. @ F.A.(+) 120402 N 8559 0 0356 1,586.64 120302 N 8558 0 0357 286.96 022103 N 8557 0 0358 573.93 121602 N 8560 0 0359 286.96 030503 N 8561 0 0360 160.67 040103 N 8637 0 0361 160.67 040203 N 8638 0 0362 119.76 032503 N 8636 0 0363 253.15 032403 N 8635 0 0364 160.67 032003 N 8379 0 0365 267.78 031303 N 8378 0 0366 239.51 031003 N 8377 0 0367 119.76 030703 N 8376 0 0368 294.05 020603 N 8372 0 0369 266.79 020403 N 8370 0 0370 1,981.26 020303 N 8371 0 0371 280.42 012003 N 8374 0 0373 2,214.24 032103 N 8690 0 0374 1,914.79 012003 N 8375 0 026 0001 1,001.00 A.C. @ L.S.(+) 072601 N 0090 0 030 0001-1 132,439.41 A.C. @ L.S.(-) 041503 N 30-001 DAO CORRECTING ENTRY 0001-2 -92,707.59 041503 N 30-001 DAO CORRECTING ENTRY 034 0012-6 1,620.71 E.W. @ F.A.(+) 091201 N 1607 0 DAO CORRECTING ENTRY 070 0022-8 2,990.41 E.W. @ F.A.(+) 102901 N 620 0 DAO CORRECTING ENTRY 088 0039 48,754.04 A.C. @ L.S.(+) 040903 N 8696 0 089 0007 11,983.80 E.W. @ F.A.(+) 011402 N 1867 0 0032 1,056.50 030702 N 2744 0 0033 6,005.68 013102 N 2723 0 0106-1 -1,329.45 121701 N 3622 0 DAO CORRECTING ENTRY 0106-2 1,249.27 121701 N 3622 0 DAO CORRECTING ENTRY 0134-5 -5,698.31 042402 N 3468 0 DAO CORRECTING ENTRY 0134-6 5,698.31 042402 N 3468 0 DAO CORRECTING ENTRY 0136 197,545.39 051002 N 3581 0 0180-5 -7,252.79 042902 N 3504 0 DAO CORRECTING ENTRY 0180-6 7,181.63 042902 N 3504 0 DAO CORRECTING ENTRY 0195-5 -8,449.34 050102 N 3595 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. 2 DATE 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0195-6 9,243.05 050102 N 3595 0 DAO CORRECTING ENTRY 0201-5 -9,570.71 043002 N 3528 0 DAO CORRECTING ENTRY 0201-6 10,732.64 043002 N 3528 0 DAO CORRECTING ENTRY 0227-1 -24,937.00 061202 N 4050 0 DAO CORRECTING ENTRY 0227-2 26,994.31 061202 N 4050 0 DAO CORRECTING ENTRY 0228 55,072.90 061302 N 4088 0 0229 6,553.77 061302 N 4088A0 0236-3 -9,934.38 061202 N 4053 0 DAO CORRECTING ENTRY 0236-4 10,121.38 061202 N 4053 0 DAO CORRECTING ENTRY 0259-1 -697.94 010402 N 3901 0 DAO CORRECTING ENTRY 0259-2 1,164.17 010402 N 3901 0 DAO CORRECTING ENTRY 0325-3 -3,747.90 082602 N 4995 0 DAO CORRECTING ENTRY 0325-4 3,811.26 082602 N 4995 0 DAO CORRECTING ENTRY 0328-3 -5,223.54 082702 N 4996 0 DAO CORRECTING ENTRY 0328-4 5,349.87 082702 N 4996 0 DAO CORRECTING ENTRY 0330-3 -4,560.85 091102 N 4978 0 DAO CORRECTING ENTRY 0330-4 5,114.60 091102 N 4978 0 DAO CORRECTING ENTRY 0331-3 -6,291.82 080602 N 4980 0 DAO CORRECTING ENTRY 0331-4 6,837.97 080602 N 4980 0 DAO CORRECTING ENTRY 0332-3 -3,782.70 080802 N 4982 0 DAO CORRECTING ENTRY 0332-4 4,284.08 080802 N 4982 0 DAO CORRECTING ENTRY 0333-3 -5,626.59 080702 N 4981 0 DAO CORRECTING ENTRY 0333-4 6,172.74 080702 N 4981 0 DAO CORRECTING ENTRY 0334-3 -4,312.47 080902 N 4983 0 DAO CORRECTING ENTRY 0334-4 4,867.55 080902 N 4983 0 DAO CORRECTING ENTRY 0335-3 -4,954.61 081302 N 4985 0 DAO CORRECTING ENTRY 0335-4 5,500.76 081302 N 4985 0 DAO CORRECTING ENTRY 0336-3 -4,464.03 081202 N 4984 0 DAO CORRECTING ENTRY 0336-4 5,010.18 081202 N 4984 0 DAO CORRECTING ENTRY 0337-3 -4,608.20 081402 N 4987 0 DAO CORRECTING ENTRY 0337-4 5,191.33 081402 N 4987 0 DAO CORRECTING ENTRY 0338-3 -4,492.75 081502 N 4988 0 DAO CORRECTING ENTRY 0338-4 5,074.76 081502 N 4988 0 DAO CORRECTING ENTRY 0339-3 -5,949.79 081902 N 4990 0 DAO CORRECTING ENTRY 0339-4 6,564.86 081902 N 4990 0 DAO CORRECTING ENTRY 0340-3 -6,158.22 082002 N 4991 0 DAO CORRECTING ENTRY 0340-4 6,794.18 082002 N 4991 0 DAO CORRECTING ENTRY 0341-3 -5,066.65 082102 N 4992 0 DAO CORRECTING ENTRY 0341-4 5,667.42 082102 N 4992 0 DAO CORRECTING ENTRY 0342-3 -3,575.08 082202 N 4993 0 DAO CORRECTING ENTRY 0342-4 3,630.52 082202 N 4993 0 DAO CORRECTING ENTRY 0343-3 -2,515.02 082302 N 4994 0 DAO CORRECTING ENTRY 0343-4 2,824.18 082302 N 4994 0 DAO CORRECTING ENTRY 0344-3 -4,078.46 081602 N 4989 0 DAO CORRECTING ENTRY 0344-4 4,604.74 081602 N 4989 0 DAO CORRECTING ENTRY 0345-3 -4,973.92 090402 N 5001 0 DAO CORRECTING ENTRY 0345-4 5,157.94 090402 N 5001 0 DAO CORRECTING ENTRY 0346-3 -4,008.63 090302 N 5000 0 DAO CORRECTING ENTRY 0346-4 4,138.19 090302 N 5000 0 DAO CORRECTING ENTRY 0347-3 -4,059.80 083002 N 4999 0 DAO CORRECTING ENTRY 0347-4 4,226.81 083002 N 4999 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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0348-3 -3,732.11 082902 N 4998 0 DAO CORRECTING ENTRY 0348-4 4,166.71 082902 N 4998 0 DAO CORRECTING ENTRY 0349-3 -4,382.45 082802 N 4997 0 DAO CORRECTING ENTRY 0349-4 4,572.11 082802 N 4997 0 DAO CORRECTING ENTRY 0548-1 -9,469.85 102601 N 5546 0 DAO CORRECTING ENTRY 0632 6,644.40 110702 N 6707 0 0675 946.34 112602 N 6898 0 0701-5 -6,067.14 091602 N 6388 0 DAO CORRECTING ENTRY 0701-6 6,212.85 091602 N 6388 0 DAO CORRECTING ENTRY 0705-3 -5,514.00 092702 N 6401 0 DAO CORRECTING ENTRY 0705-4 5,665.24 092702 N 6401 0 DAO CORRECTING ENTRY 0713-3 -4,617.04 090602 N 6387 0 DAO CORRECTING ENTRY 0713-4 4,681.68 090602 N 6387 0 DAO CORRECTING ENTRY 0714-3 -5,849.06 091102 N 6389 0 DAO CORRECTING ENTRY 0714-4 6,008.45 091102 N 6389 0 DAO CORRECTING ENTRY 0715-3 -5,165.19 091202 N 6390 0 DAO CORRECTING ENTRY 0715-4 5,244.39 091202 N 6390 0 DAO CORRECTING ENTRY 0716-3 -4,559.35 091302 N 6391 0 DAO CORRECTING ENTRY 0716-4 4,622.71 091302 N 6391 0 DAO CORRECTING ENTRY 0717-3 -5,106.11 091702 N 6393 0 DAO CORRECTING ENTRY 0717-4 5,177.39 091702 N 6393 0 DAO CORRECTING ENTRY 0725 4,004.30 072601 N 6860 0 0726 3,929.06 072701 N 6859 0 0778 485.81 012003 N 8555 0 0779 485.81 011903 N 8554 0 0780 2,182.65 012103 N 8556 0 0781 1,859.08 010603 N 8537 0 0782 767.86 011803 N 8553 0 0792 8,441.60 071602 N 4544 0 0796 6,757.20 071102 N 4541R0 0799 6,712.07 070202 N 4536R0 0800 7,280.07 071502 N 4543R0 0801 7,155.04 071702 N 4545R0 0802 7,155.04 071202 N 4542R0 0803 8,197.24 070902 N 4539R0 0804 5,378.32 070302 N 4537R0 0805 9,348.78 071802 N 4778R0 0806 57,213.20 050603 N 9216 0 0807 174.42 070102 N 9074 0 0808 184.45 062502 N 9075 0 0809 154.35 062402 N 9076 0 0810 154.35 071002 N 9077 0 0811 159.37 071702 N 9078 0 0812 159.37 071502 N 9079 0 0813 169.40 071602 N 9080 0 0814 174.42 071902 N 9081 0 0815 135.06 070202 N 9082 0 0816 169.40 062802 N 9083 0 0817 159.37 071202 N 9084 0 0818 135.06 070302 N 9085 0 0819 169.40 070802 N 9086 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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0820 179.43 070902 N 9087 0 0821 154.35 071102 N 9088 0 0822 174.42 072202 N 9089 0 0823 174.42 071802 N 9090 0 0824 174.42 072302 N 9091 0 0825 169.40 072402 N 9092 0 0826 169.40 072502 N 9093 0 0827 174.42 072602 N 9094 0 0828 174.42 072902 N 9095 0 0829 169.40 073002 N 9096 0 0830 169.40 073102 N 9097 0 0831 174.42 080102 N 9098 0 0832 174.42 062102 N 9099 0 0833 179.43 062602 N 9100 0 0834 174.42 062702 N 9101 0 0835 96.47 080502 N 9102 0 0836 115.76 080602 N 9103 0 0837 115.76 080702 N 9104 0 0838 86.83 080802 N 9105 0 0839 96.47 080902 N 9106 0 0840 96.47 081202 N 9107 0 0841 96.47 081302 N 9108 0 0842 96.47 081402 N 9109 0 0843 96.47 081502 N 9110 0 0844 86.83 081602 N 9111 0 0845 106.13 082002 N 9113 0 120 0002 52,644.80 A.C. @ L.S.(+) 031203 N 8241-2 124 0014-1 -416.37 E.W. @ F.A.(+) 101001 N 7C08 0 DAO CORRECTING ENTRY 0014-2 485.01 101001 N 7C08 0 DAO CORRECTING ENTRY 132 0239 558.75 E.W. @ F.A.(+) 013003 N 8080 0 0252 7,387.72 013003 N 8209 0 0287 7,343.08 031003 N 8550 0 153 0434 40.45 E.W. @ F.A.(+) 071702 N 7700 0 0441 63.54 080902 N 7707 0 0443 53.44 081202 N 7709 0 0445 34.66 081902 N 7711 0 0448 31.44 082202 N 7714 0 0452 103.74 090602 N 7718 0 0454 23.69 091102 N 7720 0 0455 23.69 091202 N 7721 0 0456 32.99 091302 N 7722 0 0457 22.53 091602 N 7723 0 0458 94.16 091702 N 7724 0 0459 29.75 091802 N 7725 0 0461 23.69 092002 N 7727 0 0462 64.76 092402 N 7728 0 0467 64.42 100302 N 7733 0 0473 52.39 101702 N 7739 0 0474 80.28 101802 N 7740 0 0475 22.94 102202 N 7741 0 0476 59.24 102302 N 7742 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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0477 22.71 102402 N 7743 0 0479 65.70 110702 N 7745 0 0495 24.50 120602 N 7761 0 0509 23.69 010603 N 7775 0 0538 39.73 112002 N 8346 0 0539 89.24 021103 N 8347 0 0541 11,141.20 031803 N 8317 0 0542 11,141.20 031803 N 8316 0 0543 20.49 022603 N 8574 0 0544 11,141.20 042503 N 9018 0 0545 11,141.20 042503 N 9017 0 0546 11,141.20 042203 N 8900 0 0547 25.55 021203 N 8535 0 0548 25.55 022703 N 8536 0 0550 11,141.20 050503 N 9179 0 0553 11,914.00 051403 N 9430 0 0554 11,141.21 051403 N 9431 0 154 0266 793.99 E.W. @ F.A.(+) 020403 N 8073 0 0271 7,853.44 021403 N 8261 0 0279 1,778.06 121802 N 8404 0 0281 5,809.68 081602 N 8402 0 0284 387.70 022803 N 8572 0 0285 1,189.58 020503 N 8573 0 0288 1,863.32 031903 N 9034 0 0291 4,101.29 031303 N 9037 0 0292 5,084.36 031403 N 9038 0 0293 2,140.48 031803 N 9039 0 0295 2,735.60 032003 N 9043 0 0298 23.19 031903 N 9034S0 0299 80.04 031803 N 9039S0 0300 42.47 032003 N 9043S0 0301 282.21 031303 N 9037S0 0302 209.24 031403 N 9038S0 0303 253.69 020503 N 8573S0 0304 43.44 022803 N 8572S0 0305 40.08 020403 N 8073S0 0306 40.08 081602 N 8402S0 0307 43.44 121802 N 8404S0 0308 994.33 021403 N 8261S0 189 0061-1 -851.83 E.W. @ F.A.(+) 012803 N 8053 0 DAO CORRECTING ENTRY 0082-1 -76.06 012803 N 8053S0 DAO CORRECTING ENTRY 0084 833.19 022603 N 8563 0 0086 3,330.77 021903 N 8565 0 0087 1,698.09 012803 N 8566 0 0090 2,523.23 032003 N 9010 0 0091 4,088.86 031803 N 9011 0 0092 2,586.12 032403 N 9013 0 0093 2,803.82 032103 N 9012 0 0095 148.97 032003 N 9010S0 0096 116.97 031803 N 9011S0 0097 185.21 032403 N 9013S0 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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0098 130.54 032103 N 9012S0 0099 297.16 021903 N 8565S0 194 0040 1,652.37 E.W. @ F.A.(+) 030503 N 8505 0 0041 1,611.05 030603 N 8506 0 0042 1,679.29 031003 N 8507 0 208 0295 3,455.51 E.W. @ F.A.(+) 102102 N 8273 0 0317 992.17 031203 N 8578 0 0328 1,356.14 021403 N 8589 0 0329 7,730.19 021903 N 8590 0 0337 1,557.24 022703 N 8599 0 0340 2,879.07 031103 N 8601 0 0353 561.89 030703 N 8982 0 0354 331.00 031003 N 8983 0 0367 18.80 030703 N 8982S0 0368 175.44 031103 N 8601S0 0369 159.92 021403 N 8589S0 0370 239.36 102102 N 8273S0 0371 191.84 021903 N 8590S0 217 0007 8,031.39 E.W. @ F.A.(+) 120602 N 8386 0 0008 588.52 120602 N 8396 0 0013 6,451.55 121602 N 8476 0 0014 746.53 121702 N 8477 0 0015 5,737.19 121802 N 8479 0 0016 293.35 121902 N 8480 0 0017 4,153.69 122002 N 8482 0 0019 1,480.21 120402 N 8517 0 0020 5,615.30 122102 N 8483 0 0021 6,001.10 122302 N 8485 0 0022 5,737.19 122402 N 8486 0 0023 5,635.41 122502 N 8487 0 0024 6,792.85 122602 N 8488 0 0025 4,417.63 122702 N 8489 0 0026 5,861.89 122802 N 8490 0 0032 1,072.48 121302 N 8522 0 0032-1 -1,072.48 121302 N 8522 0 DAO CORRECTING ENTRY 0032-2 1,072.45 121302 N 8522 0 DAO CORRECTING ENTRY 229 0001 38,323.50 E.W. @ L.S.(+) 051503 N 0001 0 230 0338 1,286.17 A.C. @ F.A.(+) 071602 N 8562R0 235 0097 654.23 E.W. @ F.A.(+) 010703 N 887577 0099 1,318.52 021303 N 8528 0 0100 1,155.39 032003 N 9057 0 0101 1,902.18 031903 N 9056 0 0102 3,164.69 032103 N 9058 0 0103 1,803.67 032203 N 9059 0 0104 678.64 032603 N 9060 0 0105 1,374.05 032703 N 9061 0 0106 1,255.44 032703 N 9062 0 0107 958.81 021403 N 8529 0 0108 2,537.69 021803 N 8530 0 0109 1,246.77 021903 N 8531 0 0110 3,156.97 022003 N 8532 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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0111 782.02 031303 N 8865 0 0112 1,460.62 031403 N 9964 0 0113 227.33 031503 N 8866 0 0114 1,842.41 031103 N 8229 0 0115 1,460.62 022503 N 8867 0 0116 782.02 031103 N 8868 0 0117 2,035.88 022603 N 8869 0 0118 1,430.26 031803 N 8870 0 0119 1,346.93 032803 N 9063 0 0120 376.81 032803 N 9064 0 0121 1,005.29 032803 N 9065 0 0122 763.23 033103 N 9066 0 0123 293.14 033103 N 9067 0 261 0001 11,192.94 A.C. @ F.A.(+) 011203 N 8511 0 0002 16,724.90 122902 N 8330 0 0003 9,991.81 010303 N 8494 0 0004 8,829.09 010403 N 8495 0 0005 10,327.28 010503 N 8496 0 267 0007 297,681.00 E.W. @ L.S.(+) 041503 N 896349 275 0005 200.06 E.W. @ F.A.(+) 102302 N 6854 0 0006 596.51 100702 N 6853 0 0007 523.87 092702 N 6849 0 0008 284.31 092602 N 6848 0 0009 310.16 092302 N 6847 0 0011 157.94 100302 N 6852 0 0012 445.86 093002 N 6850 0 0013 431.71 100102 N 6851 0 0014 118.95 032802 N 6829 0 0015 119.65 040202 N 6830 0 0016 103.59 040302 N 6831 0 0017 72.99 040502 N 6832 0 0018 56.20 050102 N 6836 0 0019 225.23 050102 N 872075 0020 45.95 042502 N 6834 0 0021 183.85 061802 N 6837 0 0022 137.88 040902 N 6833 0 0023 521.19 092002 N 6846 0 0024 1,179.32 091902 N 6845 0 0025 674.20 091702 N 6844 0 0026 121.09 091302 N 6843 0 0027 452.79 091202 N 6842 0 0028 236.93 082602 N 6841 0 0029 47.39 080502 N 6840 0 0031 240.05 031902 N 6828 0 0035 291.49 010202 N 6822 0 0036 240.05 020702 N 6823 0 0037 117.53 030402 N 6825 0 0038 512.13 031202 N 6827 0 0039 137.88 022502 N 6824 0 0040 91.93 031102 N 6826 0 0046 440.23 091401 N 6806 0 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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0057-1 -759.48 112502 N 6920 0 DAO CORRECTING ENTRY 0057-2 1,103.70 112502 N 6920 0 DAO CORRECTING ENTRY 312 0001 7,000,000.00 A.C. @ L.S.(+) 051503 N 0001 0 314 0001 4,812.50 E.W. @ F.A.(+) 041803 N 8883 0 0002 28,816.15 041803 N 8884 0 8,290,495.06 TOTAL THIS ESTIMATE 24,384,074.94 TOTAL PREVIOUS ESTIMATE 32,674,570.00 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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCS -348,750.00 02 MISSING SUBMITTALS -675,000.00 03 BASELINE SCHEDULE -425,720.00 04 MISSING DOCS 348,750.00 04 MISSING SUBMITTALS 675,000.00 04 BASELINE SCHEDULE 425,720.00 05 BASELINE SCHEDULE -950,000.00 05 CPM BASELINE -904,780.00 05 BASELINE SCHEDULE 950,000.00 06 CPM BASELINE 904,780.00 07 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE 968,982.50 10 BASELINE SCHEDULE 968,982.50 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 CPM UPDATES,01/08 -900,000.00 13 CPM UPDATES 01/08 -264,325.64 13 TRAFFIC DELAY 9/30 -15,500.00 13 CPM SCHEDULE UPDATES -692,474.30 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 STL FAB 300 PLUS MI -13,728.18 14 CPM SCHEDULE UPDATES -22,500.00 15 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -691,727.00 16 CPM UDATE JULY-DEC1 -151,513.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 STL FAB +300 MILES -9,892.05 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 403,216.00 31 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 STL FAB +300 MILES -17,179.17 37 -17,179.17 -92,658.54 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PAYROLL SUBCNTR-JAN 10,000.00 07 PAYROLL (PROTEST) -10,000.00 08 PAYROLL PROTEST 10,000.00 12 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 05/22/03 EST. NO.37 TIME 02:53 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -17,179.17 -92,658.54 PROGRAM CAS145 PAGE 1 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 TIME RELATED OVERHEAD WDAY 45,000.0000 5,250,000.00 30.000 1,350,000.00 951.000 42,795,000.00 002 ESTABLISH MARINE ACCESS LS 8250,000.0000 8,250,000.00 1.000 18,250,000.00 003 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 51,000.0000 51,000.00 0.020 1,020.00 0.600 30,600.00 SYSTEM DATA DELIVERY 004 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 2,850.000 14,250.00 005 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 1.000 9,500.00 006 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 007 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 387.800 1,745.10 008 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.650 24,960.00 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.764 675,376.00 010 INFORMATIONAL SIGN BOARD EA 2,700.0000 5,400.00 2.000 5,400.00 011 PROGRESS SCHEDULE (CRITICAL PATH) LS 250,000.0000 250,000.00 0.015 3,750.00 0.650 162,500.00 012 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 0.750 22,500.00 PLAN 013 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 0.024 19,248.00 0.695 557,390.00 014 TEMPORARY SILT FENCE LF 9.0000 54,000.00 3,966.100 35,694.90 015 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.010 3,490.00 0.778 271,522.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.657 2,321,838.00 (S) 017 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 83,024.000 207,560.00 (S) 018 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 243.000 1,579.50 (S) 019 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 9,472.000 37,888.00 (S) 020 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 (S) 021 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 640.000 21,120.00 82,160.000 2,711,280.00 022 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 614.000 2,302.50 78,873.000 295,773.75 PROGRAM CAS145 PAGE 2 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 703.2500 171,593.00 797.000 560,490.25 024 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 2.000 29,174.00 CUSHION/END TREATMENT 025 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 026 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 027 REMOVE STEEL PIPES LF 52.0000 10,400.00 217.000 11,284.00 028 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 0.000 0.00 029 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 82,411.000 61,808.25 PAVEMENT MARKING 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 48,340.000 96,680.00 PAVEMENT MARKING 031 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 032 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 1,335.000 35,377.50 AND SLOPE PROTECTION MATERIAL 033 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 034 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 (S) 035 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 0.000 0.00 (S) 036 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 037 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 0.000 0.00 (S) 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 040 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 041 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 (S) 042 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 5.100 459.00 043 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 044 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 045 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 046 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 047 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 (S) 048 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 049 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 (S) 051 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 1,383.000 968.10 (S) 052 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 (S) 053 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 (S) 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 (S) (BROKEN 17-7) 055 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 (S) 056 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 (S) 057 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 058 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.017 13,600.00 0.229 183,200.00 (S) 059 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.524 366,800.00 (S) SYSTEM 060 LIGHTING LS 700,000.0000 700,000.00 0.000 0.00 (S) 061 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.000 0.00 (S) 062 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.031 21,700.00 0.092 64,400.00 (S) 063 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.001 700.00 0.123 86,100.00 (S) 064 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.002 1,400.00 0.961 672,700.00 (S) (BACK UP POWER SYSTEM) 065 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.240 480,000.00 (S) 066 BUILDING WORK LS 50,000.0000 50,000.00 0.200 10,000.00 (S) 067 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 111.000 9,435.00 1,111.000 94,435.00 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 068 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.003 5,552.50 0.430 795,858.19 (SUBSTRUCTURE) 069 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.944 566,922.03 (SUBSTRUCTURE) 070 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.376 2,083,391.18 (SUBSTRUCTURE) 071 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 072 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 34,999.880 1,452,495.02 (F) (SUBSTRUCTURE) 073 PIER BACKFILL CY 166.0000 413,340.00 1,679.350 278,772.10 (F) (SUBSTRUCTURE) 074 ARMOR ROCK CY 113.0000 708,510.00 2,749.820 310,729.66 (F) (SUBSTRUCTURE) 075 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 (S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 4,798.440 321,495.48 (SUBSTRUCTURE) 077 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 18.000 41,076.00 90.000 205,380.00 (S) (SUBSTRUCTURE) 078 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 0.000 0.00 (S) (SUBSTRUCTURE) 079 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 0.000 0.00 (S) EXTENSION (SUBSTRUCTURE) 080 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 10,165.800 325,305.60 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 116.000 368,764.00 (S) (SUBSTRUCTURE) 082 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 1,960.100 92,124.70 10,121.900 475,729.30 (SUBSTRUCTURE) 083 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 116.000 296,844.00 (S) (SUBSTRUCTURE) 084 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 0.000 0.00 (SUBSTRUCTURE) 085 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 0.000 0.00 (S) (SUBSTRUCTURE) 086 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 4,347,200.00 116.200 976,080.00 712.920 5,988,528.00 (S) PILING (SUBSTRUCTURE) 087 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 088 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 (S) PILE (SUBSTRUCTURE) 089 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 1,027.000 1,762,332.00 CONCRETE PILING (SUBSTRUCTURE) 090 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 (S) PILE (SUBSTRUCTURE) 091 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 0.000 0.00 CONCRETE PILING (SUBSTRUCTURE) 092 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 3.000 432,381.00 3.000 432,381.00 (S) PILE (SUBSTRUCTURE) 093 MICROPILE EA 102,200.0000 9,158,200.00 16.500 1,686,300.00 313.500 32,039,700.00 (S) (SUBSTRUCTURE) 094 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.028 110,686.07 0.250 988,268.50 (S) (SUBSTRUCTURE) 095 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 1,157.500 535,922.50 1,721.500 797,054.50 (F) (SUBSTRUCTURE) 096 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 831.500 1,059,331.00 (F) (SUBSTRUCTURE) 097 DRILL AND BOND DOWEL LF 15.5000 209,095.00 367.340 5,693.77 9,933.430 153,968.17 (SUBSTRUCTURE) 098 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 298.000 8,940.00 (SUBSTRUCTURE) 099 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 0.000 0.00 (SUBSTRUCTURE) 100 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 0.000 0.00 (S) WALER UNIT (SUBSTRUCTURE) 101 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 0.000 0.00 (S) UNIT (SUBSTRUCTURE) 102 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 0.000 0.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 0.000 0.00 (S) (SUBSTRUCTURE) 104 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 105 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 (S) (TYPE A) (SUBSTRUCTURE) 106 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 107 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 (S) (TYPE C) (SUBSTRUCTURE) 108 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 15.000 5,700,000.00 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.520 231,742.16 14.090 6,279,321.22 (S) (TYPE A) (SUBSTRUCTURE) 110 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 111 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 -0.010 -2,218.51 3.470 769,822.97 (S) (TYPE B) (SUBSTRUCTURE) 112 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 1.000 400,000.00 1.000 400,000.00 (TYPE C) (SUBSTRUCTURE) 113 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.400 131,596.80 0.400 131,596.80 (S) (TYPE C) (SUBSTRUCTURE) 114 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 2.000 790,000.00 (TYPE D) (SUBSTRUCTURE) 115 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 -0.020 -5,930.94 1.970 584,197.59 (S) (TYPE D) (SUBSTRUCTURE) 116 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 117 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 -0.020 -5,938.70 1.980 587,931.30 (S) (TYPE E) (SUBSTRUCTURE) 118 CORE CONCRETE (3") LF 23.0000 3,562,700.00 8,557.250 196,816.75 95,561.530 2,197,915.19 (S) (SUBSTRUCTURE) 119 CORE CONCRETE (4") LF 23.0000 307,510.00 960.000 22,080.00 (S) (SUBSTRUCTURE) 120 CORE CONCRETE (14") LF 410.0000 2,537,080.00 247.000 101,270.00 4,294.200 1,760,622.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 1,086.920 22,553.59 10,588.670 219,714.90 (S) (SUBSTRUCTURE) 122 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 0.000 0.00 (S) (SUBSTRUCTURE) 123 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 75,000.000 67,500.00 225,000.000 202,500.00 (SF)(SUBSTRUCTURE) 124 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 269,320.000 350,116.00 387,435.000 503,665.50 (SF)(SUBSTRUCTURE) 125 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 137,750.000 179,075.00 (SF)(FENDER)(SUBSTRUCTURE) 126 STEEL CASING LB 3.2200 1,971,960.00 -3,390.000 -10,915.80 3,718,121.000 11,972,349.62 (SF)(SUBSTRUCTURE) 127 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 6.000 238,200.00 20.000 794,000.00 (S) (SUBSTRUCTURE) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 9,664,000.00 681,155.000 980,863.20 1,431,319.000 2,061,099.36 (F) (SUBSTRUCTURE) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 496,713.100 203,652.37 (SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 216.000 2,592.00 (S) (SUBSTRUCTURE) 131 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 0.000 0.00 (SF)(SUBSTRUCTURE) 132 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.000 0.00 (S) (SUBSTRUCTURE) 133 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 397.500 27,427.50 7,472.000 515,568.00 (SF)(SUBSTRUCTURE) 134 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.023 2,300.00 0.476 47,600.00 (S) (SUBSTRUCTURE) 135 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 0.000 0.00 (SF)(SUBSTRUCTURE) 136 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 7,257.000 29,028.00 (SF)(SUBSTRUCTURE) 137 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.200 63,307.20 (SUPERSTRUCTURE) 138 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.240 29,072.88 (SUPERSTRUCTURE) 139 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.000 0.00 (SUPERSTRUCTURE) 140 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.001 1,651.97 0.059 97,466.47 (SUPERSTRUCTURE) 141 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.066 14,312.43 0.369 80,019.50 (SUPERSTRUCTURE) 142 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 0.000 0.00 (SUPERSTRUCTURE) 143 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.000 0.00 (SUPERSTRUCTURE) 144 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.000 0.00 (SUPERSTRUCTURE) 145 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.000 0.00 (SUPERSTRUCTURE) 146 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.016 25,847.52 0.424 684,959.28 (SUPERSTRUCTURE) 147 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.035 4,990.34 0.105 14,971.01 (SUPERSTRUCTURE) 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 149 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 37.000 28,749.00 923.000 717,171.00 (F) (SUPERSTRUCTURE) 150 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 857.600 747,827.20 (F) (SUPERSTRUCTURE) 151 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 50.000 5,450.00 635.000 69,215.00 (F) (SUPERSTRUCTURE) 152 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 4,044,642.00 329.400 344,552.40 2,179.290 2,279,537.34 (S) (SUPERSTRUCTURE) 153 MICROPILE EA 22,604.0000 6,374,328.00 32.050 724,458.20 188.900 4,269,895.60 (S) (SUPERSTRUCTURE) 154 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 (S) (SUPERSTRUCTURE) 155 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 0.000 0.00 (S) (SUPERSTRUCTURE) 156 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 0.000 0.00 (S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 SEAL COURSE CONCRETE CY 727.0000 266,082.00 245.000 178,115.00 (SUPERSTRUCTURE) 158 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 363.000 123,783.00 1,400.000 477,400.00 (F) (SUPERSTRUCTURE) 159 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 120.953 37,011.62 330.276 101,064.46 (F) (SUPERSTRUCTURE) 160 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 0.000 0.00 (F) (TYPE R) (SUPERSTRUCTURE) 161 DRILL AND BOND DOWEL LF 16.0000 368,000.00 1,063.420 17,014.72 10,577.110 169,233.76 (SUPERSTRUCTURE) 162 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 94.000 2,632.00 410.000 11,480.00 (SUPERSTRUCTURE) 163 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 0.000 0.00 GIRDER (90'-100') (SUPERSTRUCTURE) 164 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 0.000 0.00 (SUPERSTRUCTURE) 165 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 40.000 312,000.00 80.000 624,000.00 (SUPERSTRUCTURE) 166 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 0.000 0.00 (SUPERSTRUCTURE) 167 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 0.000 0.00 (S) GIRDER (SUPERSTRUCTURE) 168 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 0.000 0.00 (S) (SUPERSTRUCTURE) 169 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 11.000 108,471.00 48.800 481,216.80 (S) (SUPERSTRUCTURE) 170 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 0.000 0.00 (S) (SUPERSTRUCTURE) 171 CORE CONCRETE (2") LF 18.0000 29,160.00 406.000 7,308.00 (S) (SUPERSTRUCTURE) 172 CORE CONCRETE (5") LF 75.0000 20,250.00 0.000 0.00 (S) (SUPERSTRUCTURE) 173 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 0.000 0.00 (S) (1 1/2") (SUPERSTRUCTURE) 174 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 786.000 25,938.00 4,717.000 155,661.00 (S) (SUPERSTRUCTURE) 175 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 145.000 6,670.00 223.000 10,258.00 (S) (SUPERSTRUCTURE) 176 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 32.500 1,560.00 182.590 8,764.32 (S) (SUPERSTRUCTURE) 177 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 0.000 0.00 (S) (SUPERSTRUCTURE) 178 JOINT SEAL (MR 1/2") LF 14.0000 2,380.00 0.000 0.00 (S) (SUPERSTRUCTURE) 179 JOINT SEAL (TYPE B-MR 2") LF 107.0000 18,190.00 0.000 0.00 (S) (SUPERSTRUCTURE) 180 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 0.000 0.00 (S) (SUPERSTRUCTURE) 181 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 0.000 0.00 (S) (SUPERSTRUCTURE) 182 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 183 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 152,799.600 137,519.64 537,473.470 483,726.12 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 4,542,200.00 154,998.850 201,498.51 397,079.020 516,202.73 (SF)(BRIDGE) (SUPERSTRUCTURE) 185 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 186 COLUMN CASING LB 4.3100 3,379,040.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 187 SHAFT CASING LB 2.1100 374,314.00 37,432.500 78,982.58 93,013.500 196,258.49 (SF)(SUPERSTRUCTURE) 188 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 4,826,504.00 177,803.700 252,481.25 3,281,218.300 4,659,329.99 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 8,585,336.00 165,403.700 294,418.59 3,268,818.300 5,818,496.57 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 3,202.000 57,764.08 73,367.000 1,323,540.68 (S) (SUPERSTRUCTURE) 191 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 0.000 0.00 (SUPERSTRUCTURE) 192 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 377.500 641.75 13,616.000 23,147.20 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 377.500 2,910.53 13,616.000 104,979.36 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 2.000 29,200.00 52.000 759,200.00 (SUPERSTRUCTURE) 195 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 196 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.000 0.00 (S) (SUPERSTRUCTURE) 197 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 0.000 0.00 (S) (SUPERSTRUCTURE) 198 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.023 43,700.00 0.309 587,100.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 7,521,200.00 3,902.300 241,942.60 97,352.530 6,035,856.86 (SF)(SUPERSTRUCTURE) 200 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.007 700.00 0.339 33,900.00 (SUPERSTRUCTURE) 201 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 1,179.000 3,088.98 290,979.100 762,365.24 (SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 202 MISCELLANEOUS METAL LB 4.3900 474,120.00 0.000 0.00 (SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 203 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 204 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 0.000 0.00 (F) (SUPERSTRUCTURE) 205 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 206 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 261.000 80,649.00 3,073.700 949,773.30 (F) (SUPERSTRUCTURE) 207 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 199.000 71,640.00 1,201.000 432,360.00 (F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 05/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:53 PM ESTIMATE NO. 37 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 05/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,429,474.20 203,190,803.26 ADJUSTMENT OF COMPENSATION 7,211,719.45 12,714,218.59 EXTRA WORK 1,078,775.61 19,960,351.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 19,719,969.26 235,865,373.26 208 MOBILIZATION LS 4487,318.0000 4,487,318.00 1.000 44,487,318.00 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 19,719,969.26 280,352,691.26 MATERIALS ON HAND ON SITE 44,328,552.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -17,179.17 -92,658.54 TOTAL 19,702,790.09 324,588,584.72 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 04/01/05 951 3 0 0 52% 66% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/03