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 07/24/03 EST. NO.39 TIME 02:30 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 --------------------------------------------------------------------------- 004 0005 8,205.60 A.C. @ U.P.(+) 103102 N 6454-2 022 0353 431.54 E.W. @ F.A.(+) 022003 N 8091 0 0382 187.00 032603 N 9316 0 0383 467.50 031803 N 9233 0 0384 187.00 031703 N 9232 0 0386 233.75 032703 N 9317 0 0388 374.00 042803 N 9320 0 0389 327.25 042903 N 9321 0 0390 280.50 031903 N 9234 0 0391 233.75 032503 N 9315 0 0392 280.50 043003 N 9322 0 0394 203.01 051603 N 9466 0 0401 4,268.32 051503 N 9494 0 0407 5,980.93 052203 N 9629 0 0408 4,751.12 052303 N 9630 0 0409 6,239.37 052303 N 9631 0 0410 7,731.70 052703 N 9633 0 0411 1,292.30 052703 N 9635 0 0412 363.21 052703 N 9638 0 0413 1,511.19 052703 N 9637 0 0417 10,859.67 E.W. @ U.P (+) 031703 N 9693 0 0419 36,674.40 041603 N 9746 0 0420 13,138.00 041603 N 9747 0 0421 167,319.18 061603 N 9751 0 0422 10,915.00 061603 N 9752 0 0423 177,285.50 041603 N 9745 0 0424 10,586.55 E.W. @ F.A.(+) 052803 N 9654 0 0425 15,063.03 E.W. @ U.P (+) 041603 N 9743 0 0426 125,441.47 071503 N 107440 0427 60,032.50 071503 N 107430 0428 8,387.55 071503 N 107460 034 0013 1,838.38 E.W. @ F.A.(+) 091201 N 1607S0 0013-1 -1,838.38 091201 N 1607S0 DAO CORRECTING ENTRY 0013-2 108.83 091201 N 1607S0 DAO CORRECTING ENTRY 038 0009-5 -949.03 E.W. @ F.A.(+) 091301 N 2615 0 DAO CORRECTING ENTRY 0009-6 1,025.42 091301 N 2615 0 DAO CORRECTING ENTRY 0055 1,084.35 103101 N 2173 0 0060-1 -1,225.75 022502 N 2604A0 DAO CORRECTING ENTRY 0074 2,346.83 032002 N 6516 0 0102 666.74 031703 N 8712 0 073 0014-1 -761.16 E.W. @ F.A.(+) 100401 N 1806 0 DAO CORRECTING ENTRY 0014-2 2,556.20 100401 N 1806 0 DAO CORRECTING ENTRY 077 0027-1 -1,069.54 E.W. @ F.A.(+) 072301 Y 4D24 0 DAO CORRECTING ENTRY 0027-2 1,646.13 072301 Y 4D24 0 DAO CORRECTING ENTRY 0028-1 -1,446.51 072401 Y 4D26 0 DAO CORRECTING ENTRY 0028-2 1,486.41 072401 Y 4D26 0 DAO CORRECTING ENTRY 0030-1 -3,479.30 072501 Y 4D27 0 DAO CORRECTING ENTRY 0030-2 3,501.08 072501 Y 4D27 0 DAO CORRECTING ENTRY 0043-1 -1,613.52 080701 Y 4D40 0 DAO CORRECTING ENTRY 0043-2 1,634.17 080701 Y 4D40 0 DAO CORRECTING ENTRY 0050-1 -2,374.38 081601 Y 4D47 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 07/24/03 EST. NO.39 TIME 02:30 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 --------------------------------------------------------------------------- 0050-2 2,396.18 081601 Y 4D47 0 DAO CORRECTING ENTRY 0076-3 -904.92 070202 N 5064 0 DAO CORRECTING ENTRY 0076-4 958.81 070202 N 5064 0 DAO CORRECTING ENTRY 0078 5.91 061702 N 5030 0 0079 26.47 071102 N 5078 0 0080 19.07 070902 N 5069 0 0081 5.91 070302 N 5067 0 0082 19.07 070202 N 5065 0 0083 37.75 062802 N 5063 0 0084 22.60 062702 N 5061 0 0085 19.07 062602 N 5059 0 0086 49.07 062502 N 5057 0 0087 9.81 062102 N 5055 0 0088 19.07 061902 N 5053 0 0089 15.16 061802 N 5032 0 089 0008 6,864.00 E.W. @ F.A.(+) 113001 N 1919 0 0180-7 -7,181.63 042902 N 3504 0 DAO CORRECTING ENTRY 0180-8 7,635.18 042902 N 3504 0 DAO CORRECTING ENTRY 0195-7 -9,243.05 050102 N 3595 0 DAO CORRECTING ENTRY 0195-8 9,612.76 050102 N 3595 0 DAO CORRECTING ENTRY 0254-1 -1,593.73 122601 N 3899 0 DAO CORRECTING ENTRY 0254-2 1,933.89 122601 N 3899 0 DAO CORRECTING ENTRY 0255-1 -820.77 122101 N 3898 0 DAO CORRECTING ENTRY 0255-2 1,266.81 122101 N 3898 0 DAO CORRECTING ENTRY 0257-1 -2,620.71 011402 N 3974 0 DAO CORRECTING ENTRY 0257-2 2,690.73 011402 N 3974 0 DAO CORRECTING ENTRY 0260-3 -6,274.12 060402 N 4351 0 DAO CORRECTING ENTRY 0260-4 6,274.12 060402 N 4351 0 DAO CORRECTING ENTRY 0343-5 -2,824.18 082302 N 4994 0 DAO CORRECTING ENTRY 0343-6 2,913.13 082302 N 4994 0 DAO CORRECTING ENTRY 0548-2 9,993.95 102601 N 5546 0 DAO CORRECTING ENTRY 0624 16,433.23 110502 N 6494 0 0628 10,170.28 110502 N 6495 0 0639-3 -4,690.71 111202 N 6887 0 DAO CORRECTING ENTRY 0639-4 4,855.85 111202 N 6887 0 DAO CORRECTING ENTRY 0641-3 -4,691.45 110602 N 6884 0 DAO CORRECTING ENTRY 0641-4 4,851.47 110602 N 6884 0 DAO CORRECTING ENTRY 0643-3 -5,589.54 110502 N 6883 0 DAO CORRECTING ENTRY 0643-4 5,779.81 110502 N 6883 0 DAO CORRECTING ENTRY 0646-3 -4,876.00 102802 N 6599 0 DAO CORRECTING ENTRY 0646-4 5,014.20 102802 N 6599 0 DAO CORRECTING ENTRY 0649-3 -5,769.39 102502 N 6598 0 DAO CORRECTING ENTRY 0649-4 5,958.46 102502 N 6598 0 DAO CORRECTING ENTRY 0651-3 -6,200.30 102402 N 6597 0 DAO CORRECTING ENTRY 0651-4 6,402.38 102402 N 6597 0 DAO CORRECTING ENTRY 0653-3 -4,088.24 102302 N 6596 0 DAO CORRECTING ENTRY 0653-4 4,151.60 102302 N 6596 0 DAO CORRECTING ENTRY 0654-3 -4,088.24 102202 N 6595 0 DAO CORRECTING ENTRY 0654-4 4,151.60 102202 N 6595 0 DAO CORRECTING ENTRY 0655-3 -5,362.09 101802 N 6701 0 DAO CORRECTING ENTRY 0655-4 5,433.37 101802 N 6701 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 07/24/03 EST. NO.39 TIME 02:30 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 --------------------------------------------------------------------------- 0656-3 -5,844.44 110102 N 6700 0 DAO CORRECTING ENTRY 0656-4 6,058.22 110102 N 6700 0 DAO CORRECTING ENTRY 0668-3 -4,544.37 111302 N 6888 0 DAO CORRECTING ENTRY 0668-4 4,703.08 111302 N 6888 0 DAO CORRECTING ENTRY 0675-1 -946.34 112602 N 6898 0 DAO CORRECTING ENTRY 0675-2 1,024.05 112602 N 6898 0 DAO CORRECTING ENTRY 0696-3 -4,414.71 102102 N 6593 0 DAO CORRECTING ENTRY 0696-4 4,591.20 102102 N 6593 0 DAO CORRECTING ENTRY 0697-3 -4,213.96 103002 N 6601 0 DAO CORRECTING ENTRY 0697-4 4,320.77 103002 N 6601 0 DAO CORRECTING ENTRY 0698-3 -4,259.46 103102 N 6602 0 DAO CORRECTING ENTRY 0698-4 4,860.59 103102 N 6602 0 DAO CORRECTING ENTRY 0699-3 -5,861.01 110402 N 6882 0 DAO CORRECTING ENTRY 0699-4 6,057.89 110402 N 6882 0 DAO CORRECTING ENTRY 0706 4,495.15 112602 N 6903 0 0772 41,672.88 E.W. @ U.P (+) 011503 N 079270 0773 17,268.36 011503 N 079310 0847 4,456.40 E.W. @ F.A.(+) 082801 N 055020 0848 5,664.22 083001 N 5504 0 0849 5,414.44 083101 N 5505 0 0850 1,227.21 060702 N 4975 0 099 0139-1 -1,950.90 E.W. @ F.A.(+) 100902 N 6565 0 DAO CORRECTING ENTRY 0139-2 2,026.06 100902 N 6565 0 DAO CORRECTING ENTRY 0141-1 -1,585.06 100802 N 6563 0 DAO CORRECTING ENTRY 0141-2 1,673.88 100802 N 6563 0 DAO CORRECTING ENTRY 0142-1 -1,585.06 100702 N 6562 0 DAO CORRECTING ENTRY 0142-2 1,673.88 100702 N 6562 0 DAO CORRECTING ENTRY 0153-1 -1,266.30 092602 N 6551 0 DAO CORRECTING ENTRY 0153-2 1,355.12 092602 N 6551 0 DAO CORRECTING ENTRY 0165-1 -1,317.42 101102 N 6568 0 DAO CORRECTING ENTRY 0165-2 1,392.58 101102 N 6568 0 DAO CORRECTING ENTRY 0178 11.32 061302 N 5007 0 0179 22.60 061702 N 5009 0 0180 11.32 061802 N 5011 0 0181 45.17 061902 N 5024 0 0182 9,095.00 121101 N 2090 0 0183 7,029.00 A.C. @ L.S.(+) 031203 N 8240S0 150 0018 1,180.08 E.W. @ F.A.(+) 031203 N 8268 0 153 0041-1 -457.99 E.W. @ F.A.(+) 021402 N 2339 0 DAO CORRECTING ENTRY 0041-2 571.91 021402 N 2339 0 DAO CORRECTING ENTRY 0555 25.79 042403 N 9405 0 154 0219 6,191.65 E.W. @ F.A.(+) 081602 N 5084 0 0309 6,543.00 033103 N 9408 0 0320 4,990.14 052103 N 9844 0 0322 5,763.62 051603 N 9843 0 0326 2,045.95 052303 N 9841 0 0331 6,473.06 051503 N 9836 0 0336 1,147.29 052003 N 9837 0 0338 5,238.51 051503 N 9845 0 0340 922.20 051203 N 9834 0 0341 2,396.34 051003 N 9833 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 07/24/03 EST. NO.39 TIME 02:30 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 --------------------------------------------------------------------------- 0343 7,098.25 052103 N 9832 0 0345 9,223.70 051603 N 9831 0 0347 2,436.26 040903 N 9796 0 0351 3,308.93 042103 N 9794 0 0355 3,740.06 040703 N 9792 0 0357 3,399.87 040803 N 9791 0 0359 6,168.95 050503 N 9790 0 0360 465.67 050503 N 9790S0 0361 4,971.85 050203 N 9789 0 0362 273.13 050203 N 9789S0 0363 7,263.07 041003 N 9788 0 0366 1,050.08 042103 N 9786 0 0369 8,257.85 041103 N 9784 0 164 0002 142.99 E.W. @ F.A.(+) 092602 N 5907 0 0003 137.12 092502 N 5905 0 0004 1,250.61 043003 N 9329 0 0005 387.28 043003 N 9330 0 0006 632.39 050103 N 9332 0 0007 1,107.73 050103 N 9333 0 0008 5,435.38 050103 N 9334 0 0009 817.62 050203 N 9338 0 0010 402.48 050103 N 9436 0 0011 2,717.67 050203 N 9437 0 0013 130.65 050203 N 9440 0 0015 10,106.49 050503 N 9442 0 0017 239.34 050503 N 9444 0 0018 100.25 050603 N 7445 0 0019 3,059.06 050703 N 9446 0 0020 130.65 050703 N 9448 0 0021 100.25 050703 N 9449 0 0022 100.25 050803 N 9450 0 0024 6,838.56 050803 N 9456 0 0025 6,214.32 050903 N 9457 0 0027 300.71 050903 N 9459 0 0028 130.65 051203 N 9460 0 0032 390.57 051403 N 9471 0 0033 261.29 051503 N 9535 0 0034 217.36 051603 N 9536 0 0035 288.23 051903 N 9537 0 0036 401.82 052003 N 9539 0 0037 130.65 052103 N 9542 0 185 0006-1 -931.98 E.W. @ F.A.(+) 032202 N 3131 0 DAO CORRECTING ENTRY 0006-2 1,122.25 032202 N 3131 0 DAO CORRECTING ENTRY 0007-1 -1,514.94 032102 N 3454 0 DAO CORRECTING ENTRY 0007-2 1,408.51 032102 N 3454 0 DAO CORRECTING ENTRY 0008-1 -2,785.04 032002 N 3453 0 DAO CORRECTING ENTRY 0008-2 1,789.03 032002 N 3453 0 DAO CORRECTING ENTRY 0010-1 -225.49 070802 N 4752 0 DAO CORRECTING ENTRY 0010-2 339.21 070802 N 4752 0 DAO CORRECTING ENTRY 0014 152.01 032102 N 3454S0 0015 1,069.13 032002 N 3453S0 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 07/24/03 EST. NO.39 TIME 02:30 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 --------------------------------------------------------------------------- 189 0100 2,251.04 E.W. @ F.A.(+) 043003 N 096120 0103 3,517.46 041803 N 096100 0107 1,997.22 050603 N 9613 0 0108 3.43 050603 N 096132 208 0483 8,006.55 E.W. @ F.A.(+) 050203 N 9501 0 0484 105.32 050203 N 9501 2 0485 9,062.30 050803 N 9502 0 0497 3,340.12 040703 N 9567 0 0500 81.65 040703 N 9567S0 0505 5,622.69 043003 N 9571 0 0506 587.23 043003 N 9571S0 0537 1,592.46 040703 N 9586 0 0538 232.03 040703 N 9586S0 0539 2,236.54 040903 N 9587 0 0540 59.13 040903 N 9587S0 0541 7,957.35 040103 N 9588 0 0542 112.31 041003 N 9588S0 0544 5,607.54 041403 N 9589 0 0545 22.54 041403 N 9589S0 0570 72.93 050703 N 9602S0 0605 3,307.50 050203 N 9527 0 0606 3,102.65 050603 N 9528 0 0607 161.97 050603 N 9528S0 0629 1,315.63 052303 N 9819 0 0633 4,426.59 051303 N 9820 0 217 0012 1,006.19 E.W. @ F.A.(+) 121602 N 8475 0 0016-1 -293.35 121902 N 8480 0 DAO CORRECTING ENTRY 0016-2 586.70 121902 N 8480 0 DAO CORRECTING ENTRY 0025-1 -4,417.63 122702 N 8489 0 DAO CORRECTING ENTRY 0030 1,480.21 120502 N 8518 0 0031 1,874.79 120602 N 8520 0 0038 59,339.00 E.W. @ U.P (+) 123102 N 9848 0 221 0016-1 -403.07 E.W. @ F.A.(+) 082902 N 6189 0 DAO CORRECTING ENTRY 0016-2 524.91 082902 N 6189 0 DAO CORRECTING ENTRY 0049 970.26 022703 N 9439 0 228 0002 170,083.50 A.C. @ L.S.(+) 111802 N 911256 235 0002 45.17 E.W. @ F.A.(+) 072402 N 6174 0 0003 5.15 071902 N 6172 0 0004 15.16 072302 N 6173 0 0005 18.00 071802 N 6148 0 0013-1 -1,208.19 072302 N 5479 0 DAO CORRECTING ENTRY 0013-2 1,600.15 072302 N 5479 0 DAO CORRECTING ENTRY 0020-1 -2,395.18 101502 N 6573 0 DAO CORRECTING ENTRY 0020-2 3,046.11 101502 N 6573 0 DAO CORRECTING ENTRY 0040-1 -1,780.47 083002 N 6160 0 DAO CORRECTING ENTRY 0043 12.32 071202 N 6145 0 0044 18.32 071602 N 6146 0 0045 9.18 071702 N 6147 0 0056 36.30 072602 N 6175 0 0057 30.01 072902 N 6176 0 0058 60.70 073002 N 6177 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 07/24/03 EST. NO.39 TIME 02:30 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 --------------------------------------------------------------------------- 0070 102.23 123002 N 7174 0 0070-1 -102.23 123002 N 7174 0 DAO CORRECTING ENTRY 0070-2 73.76 123002 N 7174 0 DAO CORRECTING ENTRY 0071 224.85 123002 N 7170 0 0072 147.03 123002 N 7171 0 0073 286.14 123002 N 7172 0 0074 163.50 123002 N 7173 0 0074-1 -163.50 123002 N 7173 0 DAO CORRECTING ENTRY 0074-2 117.64 123002 N 7173 0 DAO CORRECTING ENTRY 0075 204.39 123002 N 7169 0 0075-1 -204.39 123002 N 7169 0 DAO CORRECTING ENTRY 0075-2 147.03 123002 N 7169 0 DAO CORRECTING ENTRY 0076 143.10 123002 N 7176 0 0076-1 -143.10 123002 N 7176 0 DAO CORRECTING ENTRY 0076-2 103.13 123002 N 7176 0 DAO CORRECTING ENTRY 0077 163.50 111902 N 7175 0 0077-1 -163.50 111902 N 7175 0 DAO CORRECTING ENTRY 0077-2 117.64 111902 N 7175 0 DAO CORRECTING ENTRY 0081-1 -2,220.32 020603 N 8354 0 DAO CORRECTING ENTRY 0081-2 2,470.32 020603 N 8354 0 DAO CORRECTING ENTRY 0125-1 -333.49 040203 N 9069 0 DAO CORRECTING ENTRY 0125-2 336.59 040203 N 9069 0 DAO CORRECTING ENTRY 0126 125.61 040803 N 9137 0 0127 62.80 040703 N 9136 0 0128 47.12 040203 N 9135 0 0129 31.38 040203 N 9134 0 0130 163.50 032803 N 9131 0 0131 32.71 032803 N 9130 0 0132 98.17 032703 N 9128 0 0133 228.92 032703 N 9127 0 0134 65.41 032603 N 9126 0 0135 179.84 032203 N 9125 0 0136 292.48 032103 N 9124 0 0137 114.44 032003 N 9123 0 0138 179.84 031903 N 9122 0 0139 81.75 033103 N 9132 0 0140 28.61 033103 N 9133 0 0146 2,034.46 011603 N 8228 0 0147 67.40 071102 N 5088 0 0156 56.14 040803 N 9138 0 259 0001 52,632.00 E.W. @ L.S.(+) 121102 N 6604 0 261 0039 11,466.33 A.C. @ F.A.(+) 032703 N 8509 0 0046 120,504.44 011503 N 9668 0 0047 41,627.06 011503 N 9673 0 0051 70,559.87 031703 N 9690 0 0052 26,083.25 031703 N 9691 0 267 0009 162,681.00 E.W. @ L.S.(+) 041503 N 909805 296 0001 12,710.44 A.C. @ L.S.(+) 072203 N 296-01 312 0002 1,000,000.00 A.C. @ L.S.(+) 071503 N 101010 343 0001 6,483.70 A.C. @ L.S.(+) 072203 N 343-01 345 0001 99,000.00 A.C. @ L.S.(+) 072203 N 345-01 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 7 DATE 07/24/03 EST. NO.39 TIME 02:30 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 --------------------------------------------------------------------------- 2,877,362.11 TOTAL THIS ESTIMATE 34,283,728.28 TOTAL PREVIOUS ESTIMATE 37,161,090.39 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 07/24/03 EST. NO.39 TIME 02:30 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 07/24/03 EST. NO.39 TIME 02:30 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 STL FAB +300 MILES -9,892.05 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 403,216.00 31 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 STL FAB +300 MILES -17,179.17 37 STL FAB +300 MILES -9,110.87 38 STL FAB +300 MILES -13,252.21 39 -13,252.21 -115,021.62 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PAYROLL SUBCNTR-JAN 10,000.00 07 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 07/24/03 EST. NO.39 TIME 02:30 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -13,252.21 -115,021.62 PROGRAM CAS145 PAGE 1 DATE 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 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 30.000 1,350,000.00 1,012.000 45,540,000.00 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 0.640 32,640.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 200.000 1,000.00 3,250.000 16,250.00 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 0.692 26,572.80 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.795 702,780.00 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 0.680 170,000.00 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 0.743 595,886.00 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 0.798 278,502.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.699 2,470,266.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 86,751.000 216,877.50 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 243.000 1,579.50 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 10,118.000 40,472.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 S) 21 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 1,520.000 50,160.00 88,020.000 2,904,660.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 1,459.000 5,471.25 84,498.000 316,867.50 PROGRAM CAS145 PAGE 2 DATE 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.000 15,471.50 870.000 611,827.50 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 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,111.000 94,435.00 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.006 11,105.00 0.453 838,427.35 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.944 566,922.03 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.376 2,083,391.18 (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 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 99.000 831,600.00 811.920 6,820,128.00 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 22.000 37,752.00 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 1,687,176.00 425.000 1,116,900.00 572.000 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 23.500 2,401,700.00 361.700 36,965,740.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.294 1,162,203.76 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 228.000 105,564.00 2,146.000 993,598.00 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 485.000 617,890.00 1,316.500 1,677,221.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 1,110.320 17,209.96 12,087.250 187,352.38 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 438.000 13,140.00 736.000 22,080.00 (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 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 6,080,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.850 378,809.30 15.170 6,760,631.86 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 0.050 16,449.60 0.900 296,092.80 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 0.010 2,965.47 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 1.990 590,900.65 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 3,885.000 89,355.00 107,660.700 2,476,196.10 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 430.170 9,893.91 1,390.170 31,973.91 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 234.000 95,940.00 4,723.200 1,936,512.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 60.000 1,245.00 10,808.670 224,279.90 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 810,000.00 375,000.000 337,500.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 64,664.000 84,063.20 488,291.000 634,778.30 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 123,707.000 160,819.10 261,457.000 339,894.10 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 22.000 873,400.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 387,659.000 558,228.96 2,019,038.000 2,907,414.72 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 249,462.000 102,279.42 1,344,557.100 551,268.41 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,564.000 54,768.00 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 8,707.000 600,783.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.020 2,000.00 0.551 55,100.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 0.000 0.00 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 7,257.000 29,028.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.100 31,653.60 0.300 94,960.80 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.240 29,072.88 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.000 0.00 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.003 4,955.92 0.075 123,898.05 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.384 83,272.32 (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 0.000 0.00 (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 0.473 764,117.31 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.234 33,363.95 0.377 53,753.04 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 179.000 139,083.00 1,102.000 856,254.00 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 131,890.00 275.000 29,975.00 1,000.000 109,000.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 367.100 383,986.60 2,694.690 2,818,645.74 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 0.000 0.00 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 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 266,082.00 286.000 207,922.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 430.000 146,630.00 1,930.000 658,130.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 212.000 64,872.00 550.276 168,384.46 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 10.000 2,560.00 10.000 2,560.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 422.650 6,762.40 13,481.760 215,708.16 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 478.000 13,384.00 (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 56.000 436,800.00 180.000 1,404,000.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 1.000 23,500.00 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 47.200 465,439.20 125.400 1,236,569.40 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 1.000 5,753.00 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 350,790.00 732.000 24,156.00 6,514.000 214,962.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 297.000 13,662.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 16.000 768.00 246.590 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 41,211.800 37,090.62 668,076.470 601,268.82 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 155,354.000 201,960.20 640,748.850 832,973.51 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 0.000 0.00 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 2,607.300 5,501.40 103,138.500 217,622.24 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 274,951.400 390,430.99 3,811,653.000 5,412,547.26 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 274,951.400 489,413.49 3,799,253.000 6,762,670.34 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 5,916.000 106,724.64 83,009.000 1,497,482.36 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 4.000 58,400.00 58.000 846,800.00 (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 0.001 1,900.00 0.328 623,200.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 13,225.250 819,965.50 119,533.530 7,411,078.86 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.040 4,000.00 0.424 42,400.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 3,538.000 9,269.56 294,517.100 771,634.80 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 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 1,404,096.00 191.000 59,019.00 3,651.700 1,128,375.30 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 07/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:30 PM ESTIMATE NO. 39 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 07/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,639,472.48 225,419,825.64 ADJUSTMENT OF COMPENSATION 1,573,753.19 14,966,640.99 EXTRA WORK 1,303,608.92 22,194,449.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,516,834.59 262,580,916.03 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 15,516,834.59 307,068,234.03 MATERIALS ON HAND ON SITE 43,987,104.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -13,252.21 -115,021.62 TOTAL 15,503,582.38 350,940,316.41 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 1012 3 0 0 57% 70% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/03