PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0174 32.37 E.W. @ F.A.(+) 061204 N 206140 0175 32.37 071904 N 206270 0176 1,607.52 072304 N 208100 0177 1,342.87 072204 N 208090 0178 1,409.03 072104 N 208080 0179 1,541.36 072004 N 208070 0180 1,409.03 071904 N 208060 0181 1,536.44 070904 N 205050 0182 412.15 072404 N 208670 003 0035 3,465.50 E.W. @ F.A.(+) 080304 N 208620 0036 500.00 062104 N 208870 004 0010 17,583.20 A.C. @ U.P.(+) 081804 N 155785 022 0664-1 -450.34 E.W. @ F.A.(+) 062602 N 105780 DAO CORRECTING ENTRY 0664-2 371.46 062602 N 105780 DAO CORRECTING ENTRY 0697 338.56 091103 N 116630 0698 275.89 082703 N 115740 0699 633.98 070804 N 205060 0700 144.84 061504 N 200920 0701 202.57 061604 N 200930 0702 326.71 092402 N 104970 0703 517.05 061604 N 205780 0704 112,408.59 E.W. @ U.P (+) 072104 N 207000 038 0223 847.98 E.W. @ F.A.(+) 052404 N 203840 0224 856.35 062204 N 207820 046 0001 138,750.00 E.W. @ L.S.(+) 081804 N 190620 054 0002 794.80 A.C. @ L.S.(+) 042604 N 176350 071 0003 20,069.13 A.C. @ L.S.(+) 081704 N 071-03 073 0199 70,439.87 A.C. @ L.S.(+) 081704 N 073-01 077 0262 2,379.28 E.W. @ F.A.(+) 012804 N 194450 089 1163 -2,225.76 A.C. @ U.P.(-) 050504 N 170-47 1164 -2,342.90 050604 N 170-48 1165 -1,640.03 050704 N 170-49 1166 -1,991.47 051004 N 170-50 1167 -1,991.47 051104 N 170-51 1168 -2,342.90 051204 N 170-52 1169 -2,108.61 051404 N 170-53 1170 -1,522.89 051504 N 170-54 1171 -2,225.76 051704 N 170-55 1172 -2,460.05 051804 N 170-56 1173 -2,225.76 051904 N 170-57 1174 -1,991.47 052004 N 170-58 1175 -1,640.03 052104 N 170-59 1176 -1,757.18 052404 N 170-60 1177 -2,342.90 052404 N 170-61 1178 -1,640.03 052504 N 170-62 1179 -2,342.90 070104 N 170-63 1180 -1,874.32 070604 N 170-64 1181 -820.02 081004 N 152-10 1182 -702.87 081104 N 152-11 1183 -1,171.45 081204 N 152-12 153 0773 54,023.20 E.W. @ F.A.(+) 072904 N 208290 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0774 10,656.80 072904 N 208293 154 0473 10,055.81 E.W. @ F.A.(+) 120203 N 140120 0475 10,473.49 120103 N 140110 0477 1,342.65 120303 N 140100 162 0001 20,881.10 A.C. @ L.S.(+) 081904 N 162-01 164 0074 1,508.58 E.W. @ F.A.(+) 100702 N 105490 208 0205 3,256.93 E.W. @ F.A.(+) 100702 N 7408 0 0233 2,221.01 111202 N 6972 0 0427 547.96 032003 N 9393 0 1120-1 -275,000.00 071804 N 20ADV0 DAO CORRECTING ENTRY 1121 371.38 111202 N 6972 2 1122 1,114.44 022603 N 8540 0 1123 402.72 022603 N 8540S0 1124 1,003.07 022003 N 8541 0 1125 8,952.75 022503 N 8538 0 1126 278.85 022503 N 8538S0 1127 7,336.34 030303 N 8571 0 1128 707.82 030303 N 8571S0 1129 11,470.74 021803 N 8547 0 1130 734.76 021803 N 8547S0 235 0501 2,462.70 E.W. @ F.A.(+) 021704 N 194200 0502 650.47 032304 N 194210 0503 1,989.26 032504 N 194220 0504 671.04 040604 N 194230 0505 1,817.61 032404 N 194240 0506 948.29 032204 N 194250 0507 1,664.68 041404 N 194260 0508 1,505.91 040704 N 194270 0509 584.58 040504 N 194280 0510 1,186.61 032504 N 194290 0511 748.52 032604 N 194300 0512 354.35 032504 N 194310 0513 429.53 032404 N 194320 239 0003 214,800.00 A.C. @ L.S.(+) 081704 N 203710 257 0001 97,245.00 E.W. @ L.S.(+) 081804 N 257-01 284 0027 59,587.04 A.C. @ L.S.(+) 052004 N 188890 291 0068 341.69 E.W. @ F.A.(+) 033004 N 194460 0069 272.56 071604 N 207130 0070 352.87 061404 N 201030 298 0025 455.42 E.W. @ F.A.(+) 052804 N 191590 0026 435.64 062404 N 201040 0027 4,168.92 110503 N 132440 0028 940.98 110503 N 132443 0029 8,277.50 110403 N 132430 0030 1,353.28 110403 N 132433 0031 253.53 071803 N 108630 303 0066 283.20 E.W. @ F.A.(+) 081303 N 115170 0109 298.92 080203 N 113020 0110 2,387.57 073103 N 111780 0111 2,403.20 080803 N 113070 305 0001 92,568.00 A.C. @ L.S.(+) 081704 N 211170 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 308 0003 37,466.00 E.W. @ L.S.(+) 070804 N 203740 0004 33,038.00 070804 N 203730 314 0025 1,705.27 E.W. @ F.A.(+) 042204 N 195300 315 0001 34,073.00 A.C. @ L.S.(+) 081704 N 138140 322 0045 133.07 E.W. @ F.A.(+) 051203 N 126420 0046 133.07 050803 N 126400 0047 133.07 050703 N 126390 0048 133.07 050603 N 126360 0049 133.07 050203 N 126170 0050 133.07 050903 N 126410 0053 303.60 101703 N 126780 0062 303.60 092503 N 125580 0063 303.60 092403 N 125570 0064 303.60 092303 N 125560 0065 303.60 092203 N 125550 0066 303.60 091903 N 125640 0067 303.60 091803 N 125630 0068 303.60 091703 N 125620 0070 303.60 101303 N 126740 0071 303.60 101403 N 126750 0074 303.60 101503 N 126760 0075 303.60 101603 N 126770 0089 303.60 100603 N 124670 0091 18,094.65 092503 N 124790 0092 13,570.98 092603 N 124800 0094 303.60 100903 N 125320 0095 303.60 092903 N 125330 0096 303.60 093003 N 125340 0097 303.60 100103 N 125350 0098 303.60 100203 N 125360 0099 303.60 100303 N 125370 0100 303.60 101003 N 125540 0101 303.60 092603 N 125590 0104 1,490.72 092503 N 124730 0111 303.60 100703 N 125300 0256 303.60 090803 N 126090 0271 303.60 090903 N 126100 0272 303.60 041003 N 126110 0273 303.60 091103 N 126120 0275 303.60 091203 N 126130 0542 3,136.03 050103 N 190580 0543 2,612.11 032403 N 190560 0544 8,451.48 050603 N 190450 0545-3 -412,500.00 071604 N 322AD5 DAO CORRECTING ENTRY 0547 1,827.46 050803 N 190460 0548 2,327.73 091303 N 120230 0549 731.06 091503 N 120240 0550 765.61 091603 N 120250 0551 4,350.85 091703 N 120260 0552 2,901.24 091803 N 120270 0553 4,054.27 091903 N 120280 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0554 951.06 100303 N 128580 0555 951.06 101303 N 128640 0556 951.06 092303 N 128500 0557 951.06 092403 N 128510 0558 951.06 101403 N 128650 0559 951.06 091703 N 128470 0560 951.06 091503 N 128450 0561 951.06 091603 N 128460 0562 951.06 092203 N 128490 0563 951.06 091803 N 128480 0564 951.06 101703 N 128680 0565 635.44 100303 N 125372 0566 635.44 092203 N 125552 0567 635.44 101703 N 126782 0568 635.44 101503 N 126762 0569 635.44 101603 N 126772 0570 635.44 092603 N 125592 0571 635.44 091903 N 125642 0572 635.44 091803 N 125632 0573 635.44 091703 N 125622 0574 635.44 092403 N 125572 0575 635.44 092303 N 125562 0576 635.44 101403 N 126752 0577 635.44 101303 N 126742 0578 635.44 100203 N 125362 0579 635.44 100903 N 125322 0580 635.44 101003 N 125542 0581 632.88 092903 N 125332 0582 635.44 100603 N 124672 0583 635.44 100103 N 125352 0584 951.06 101503 N 128660 0585 951.06 101003 N 128630 0586 951.06 100903 N 128620 0587 951.06 100803 N 128610 0588 951.06 100703 N 128600 0589 951.06 100603 N 128590 0590 951.06 100203 N 128570 0591 951.06 100103 N 128560 0592 951.06 092503 N 128520 0593 951.06 093003 N 128550 0594 951.06 092603 N 128530 0595 951.06 092903 N 128540 0596 635.44 100703 N 125302 0597 635.44 093003 N 125342 0598 951.06 101603 N 128670 0599 4,153.61 091003 N 116700 0600 1,819.59 093003 N 123300 0601 76.80 090503 N 116270 0602 5,251.19 100503 N 126350 0603 2,940.66 100403 N 126330 0604 1,551.23 090803 N 126092 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0605 13,370.46 070903 N 170520 0606 9,587.29 071003 N 170530 0607 635.44 092503 N 125583 0608 1,586.50 090903 N 126103 0609 1,586.50 041003 N 126113 0610 1,586.50 091103 N 126123 0611 1,586.50 091103 N 126133 340 0032-1 -2,313.44 E.W. @ F.A.(+) 021104 N 164280 DAO CORRECTING ENTRY 0032-2 2,340.96 021104 N 164280 DAO CORRECTING ENTRY 0034-1 -2,313.44 021304 N 164300 DAO CORRECTING ENTRY 0034-2 2,340.96 021304 N 164300 DAO CORRECTING ENTRY 0037-1 -2,313.44 020604 N 165270 DAO CORRECTING ENTRY 0037-2 2,340.96 020604 N 165270 DAO CORRECTING ENTRY 0038-1 -1,811.61 020304 N 165240 DAO CORRECTING ENTRY 0038-2 1,852.90 020304 N 165240 DAO CORRECTING ENTRY 0039-1 -2,210.16 020404 N 165250 DAO CORRECTING ENTRY 0039-2 2,265.22 020404 N 165250 DAO CORRECTING ENTRY 0057-1 -2,313.44 022704 N 140780 DAO CORRECTING ENTRY 0057-2 2,340.96 022704 N 170480 DAO CORRECTING ENTRY 0058-1 -2,313.44 030404 N 171770 DAO CORRECTING ENTRY 0058-2 2,340.96 030404 N 171770 DAO CORRECTING ENTRY 0059-1 -2,313.44 030504 N 171780 DAO CORRECTING ENTRY 0059-2 2,340.96 030504 N 171780 DAO CORRECTING ENTRY 0060-1 -2,563.84 030804 N 171790 DAO CORRECTING ENTRY 0060-2 2,618.89 030804 N 171790 DAO CORRECTING ENTRY 0061-1 -2,313.44 030904 N 171800 DAO CORRECTING ENTRY 0061-2 2,340.96 030904 N 171800 DAO CORRECTING ENTRY 0062-1 -2,563.84 031104 N 171810 DAO CORRECTING ENTRY 0062-2 2,618.89 031104 N 171810 DAO CORRECTING ENTRY 0063-1 -2,438.65 031204 N 171820 DAO CORRECTING ENTRY 0063-2 2,479.95 031204 N 171820 DAO CORRECTING ENTRY 0066-1 -1,857.97 111703 N 169950 DAO CORRECTING ENTRY 0066-2 1,913.03 111703 N 169950 DAO CORRECTING ENTRY 0067-1 -1,510.45 110703 N 169900 DAO CORRECTING ENTRY 0067-2 1,754.73 110703 N 169900 DAO CORRECTING ENTRY 0068-1 -1,857.97 111803 N 169960 DAO CORRECTING ENTRY 0068-2 1,940.56 111803 N 169960 DAO CORRECTING ENTRY 0069-1 -2,563.84 112103 N 169980 DAO CORRECTING ENTRY 0069-2 2,618.89 112103 N 169980 DAO CORRECTING ENTRY 0071-1 -2,313.44 030204 N 171760 DAO CORRECTING ENTRY 0071-2 2,340.96 030204 N 171760 DAO CORRECTING ENTRY 0072-1 -2,050.57 112003 N 169970 DAO CORRECTING ENTRY 0072-2 2,224.82 112003 N 169970 DAO CORRECTING ENTRY 0073-1 -1,853.27 111403 N 169940 DAO CORRECTING ENTRY 0073-2 1,913.03 111403 N 169940 DAO CORRECTING ENTRY 0075-1 -1,857.97 111203 N 169220 DAO CORRECTING ENTRY 0075-2 1,913.03 111203 N 169220 DAO CORRECTING ENTRY 0140 3,441.90 041204 N 207410 0141 2,878.64 060504 N 203890 0142 3,303.49 060404 N 203880 0143 3,165.78 060304 N 203870 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0144 3,304.17 060204 N 203860 0145 3,165.05 061504 N 207900 0146 3,394.13 062504 N 207990 0147 3,303.49 062404 N 207980 0148 3,165.05 062304 N 207970 0149 3,303.49 062204 N 207960 0150 3,165.05 062104 N 207950 0151 3,207.56 061904 N 207940 0152 3,165.05 061804 N 207930 0153 3,165.05 061704 N 207920 0154 3,165.05 061604 N 207910 0155 2,602.08 061404 N 207890 0156 3,026.66 061104 N 207880 0157 1,481.23 061004 N 207870 0158 1,328.79 061004 N 207860 0159 1,126.20 041704 N 206320 0160 3,348.76 062604 N 208000 0161 3,033.75 060904 N 207850 0162 2,715.32 060804 N 207840 0163 3,234.62 060704 N 207830 0164 2,683.50 051204 N 206250 0165 2,799.48 051104 N 206240 0166 3,303.49 051004 N 206230 0167 3,017.29 050704 N 206220 0168 3,441.90 050604 N 206210 0169 3,303.49 050504 N 206200 0170 194.85 050404 N 206190 0171 2,857.36 050404 N 206180 0172 3,017.29 050304 N 206170 0173 1,755.11 031804 N 206330 341 0001 176.46 E.W. @ F.A.(+) 072903 N 113470 0002 2,785.14 073103 N 113480 0003 1,414.57 091903 N 130280 0004 1,616.17 092003 N 130290 0005 1,919.15 090903 N 130300 0006 323.87 090403 N 130310 350 0002 62,424.50 E.W. @ L.S.(+) 081704 N 350-02 356 0027 1,008.00 A.C. @ L.S.(+) 053004 N 206800 0028 672.00 052004 N 193070 0029 1,208.00 052004 N 193080 0030 1,376.00 052004 N 193090 0031 875.00 051104 N 193110 0032 922.25 052004 N 193100 0033 168.00 051904 N 193060 0034 1,136.00 050904 N 193050 0035 1,360.00 043004 N 193040 0036 432.00 043004 N 193030 0037 1,088.00 043004 N 193020 0038 1,312.00 043004 N 193010 0039 687.50 043004 N 193000 0040 488.00 042804 N 192990 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 7 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0041 1,568.00 042804 N 192980 0042 976.00 042804 N 192970 0043 736.00 042804 N 192960 0044 1,152.00 042804 N 192950 0045 256.00 042704 N 192940 0046 960.00 042704 N 192930 0047 775.00 042704 N 192920 0048 400.00 042704 N 192910 0049 344.00 042704 N 192900 0050 1,152.00 042704 N 192890 0051 575.00 042604 N 192880 0052 1,008.00 042604 N 192870 0053 864.00 042604 N 192860 0054 1,040.00 042604 N 192850 0055 1,888.00 033104 N 192840 0056 1,696.00 033104 N 192830 0057 200.00 033104 N 192820 0058 880.00 022504 N 192810 0059 504.00 022504 N 192800 0060 560.00 022504 N 192790 0061 336.00 022504 N 192780 0062 2,848.00 022504 N 192770 0063 2,768.00 022504 N 192760 0064 1,944.25 032904 N 192750 0065 640.00 032904 N 192740 0066 1,840.00 032904 N 192730 0067 912.00 032904 N 192720 0068 137.50 032904 N 192710 0069 560.00 053004 N 206790 0070 304.00 053004 N 206780 0071 1,024.00 053004 N 206770 0072 336.00 053004 N 206750 0073 1,008.00 053004 N 206730 0074 416.00 053004 N 206720 0075 232.00 053004 N 206710 0076 1,200.00 053004 N 206700 0077 880.00 053004 N 206690 0078 576.00 053004 N 206680 0079 300.00 053104 N 206670 0080 1,136.00 052904 N 206660 0081 248.00 052904 N 206650 0082 625.00 052904 N 206640 0083 248.00 052904 N 206630 0084 480.00 052904 N 206620 0085 1,024.00 052804 N 206610 0086 1,072.00 052804 N 206600 0087 512.00 052804 N 206590 0088 1,168.00 052804 N 206580 0089 1,088.00 052804 N 206570 0090 192.00 052804 N 206560 0091 368.00 052804 N 206550 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 8 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0092 1,280.00 052804 N 206540 0093 1,496.00 052804 N 206530 0095 1,440.00 062304 N 206970 0096 640.00 062304 N 206960 0097 800.00 062304 N 206950 0098 152.00 062304 N 206940 0099 1,840.00 062304 N 206930 0100 448.00 062304 N 206920 0101 1,312.00 062304 N 206910 0102 1,024.00 062104 N 206900 0103 768.00 062104 N 206890 0104 656.00 062104 N 206880 0105 1,008.00 062104 N 206870 0106 424.00 062104 N 206860 0107 384.00 062104 N 206840 0108 1,184.00 062104 N 206830 0109 1,024.00 062104 N 206820 0110 687.50 062104 N 206810 0111 928.00 062104 N 206850 0112 1,840.00 042704 N 204890 0113 13,900.00 080404 N 356-05 385 0539-1-1,045,000.00 E.W. @ F.A.(+) 071804 N 385AD5 DAO CORRECTING ENTRY 0540 10,004.50 052704 N 203590 0541 2,108.27 020404 N 197470 0542 47.59 020404 N 197473 0543 916.56 020904 N 197500 0544 23.81 020904 N 197503 0545 1,370.79 020704 N 197590 0546 32.90 020704 N 197593 0547 1,716.78 020704 N 197580 0548 41.14 020704 N 197583 0549 840.20 031604 N 180310 0550 136.55 031604 N 180313 0551 1,403.51 031504 N 179630 0552 30.09 031504 N 179633 0553 1,780.69 031504 N 179640 0554 59.42 031504 N 179643 0555 1,450.50 032904 N 189190 0556 209.08 032904 N 189193 0557 182.15 021904 N 197670 0558 24.95 021904 N 197672 0559 2,284.55 022104 N 197880 0560 7,641.18 021204 N 157000 0561 13,277.12 021004 N 156880 0562 1,150.84 033004 N 189680 0563 2,857.40 022104 N 195260 0564 638.28 031904 N 189150 0565 149.75 031904 N 189153 0566 713.64 032004 N 189160 0567 113.79 032004 N 189163 0568 1,561.18 032204 N 179650 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 9 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0569 128.62 032204 N 179653 0570 1,002.49 032204 N 179470 0571 113.43 032204 N 179473 0572 929.35 032504 N 189180 0573 190.36 032504 N 189183 0574 1,499.02 032704 N 189730 0575 308.59 032704 N 189733 0576 481.67 032904 N 189720 0577 34.83 032904 N 189723 0578 481.67 032904 N 189690 0579 34.83 032904 N 189693 0580 710.95 033003 N 180320 0581 46.87 033003 N 180323 0582 87.11 033004 N 189683 0583 795.74 032304 N 189170 0584 175.61 032304 N 189173 0585 1,364.40 020404 N 203380 0586 81.92 020404 N 203383 0587 1,489.35 021004 N 203460 0588 6,878.15 020904 N 203370 0589 3,120.21 022304 N 197900 0590 855.15 021304 N 197600 0591 3,886.78 021804 N 197870 0592 2,109.42 021904 N 197890 0593 1,292.38 022004 N 197860 0594 8,076.68 021004 N 203430 0595 2,472.24 022004 N 197660 0596 615.37 031704 N 203560 0597 9,330.67 020704 N 203410 0598 5,735.14 021704 N 203480 0599 7,532.80 021304 N 203400 0600 12,720.49 020404 N 203470 0601 980.58 020404 N 203390 0602 12,266.42 020504 N 203420 0603 13,056.45 020604 N 203600 0604 3,780.65 022104 N 203490 0605 4,744.29 022104 N 203500 0606 767.07 120803 N 197610 0607 2,063.50 120803 N 168300 0608 1,725.01 120903 N 171550 0609 520.17 120903 N 171300 0610 520.17 120903 N 171290 0611 2,415.77 120903 N 139630 0612 842.27 120903 N 170750 0613 18.64 120903 N 170753 0614 702.33 121703 N 176400 0615 971.93 121303 N 171310 0616 13,541.59 112303 N 138040 0617 7,990.52 112303 N 138043 0618 6,415.87 122203 N 141940 0619 7,831.04 122203 N 141943 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 10 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0620 5,067.51 122203 N 141943 0621 4,409.13 121803 N 140690 0622 5,865.05 121803 N 140693 0623 3,256.28 122903 N 142000 0624 8,396.15 123003 N 142O10 0625 2,181.73 123003 N 142390 0626 2,397.14 122203 N 171330 0627 1,019.27 122303 N 171350 0628 1,725.94 122403 N 171370 0629 2,345.63 121903 N 171540 0630 1,392.66 122303 N 171360 0631 926.59 121903 N 171500 0632 1,399.38 122303 N 171340 0633 3,256.68 122303 N 170800 0634 14.54 122303 N 170803 0635 2,187.81 122303 N 170810 0636 10.40 122303 N 170813 0637 4,040.56 010504 N 143940 0638 356.26 030804 N 166700 0639 2,613.66 123103 N 142020 0640 3,073.54 030604 N 166740 0641 1,443.85 031104 N 166730 0642 1,825.56 121803 N 173110 0643 2,055.07 030604 N 179520 0644 61.55 030604 N 179523 0645 5,966.26 010804 N 143990 0646 6,023.44 010804 N 143993 0647 1,213.35 010804 N 143993 0648 5,775.45 010704 N 143980 0649 1,986.32 010704 N 143983 0650 1,184.40 010704 N 170890 0651 6.78 010704 N 170893 0652 1,838.53 030804 N 179510 0653 187.46 030804 N 179513 0654 2,197.89 031904 N 180330 0655 87.01 031904 N 180333 0656 356.65 010704 N 197420 0657 3.10 010704 N 197423 0658 2,506.49 010804 N 197730 0659 28.96 010804 N 197733 0660 3,401.59 010604 N 170880 0661 17.84 010604 N 170883 0662 410.26 010604 N 167400 0663 292.02 010604 N 175670 0664 1,355.10 010604 N 171420 0665 856.13 010604 N 171520 0666 843.73 010704 N 171430 0667 357.18 010604 N 168400 0668 7,375.58 010604 N 143960 0669 3,191.77 010604 N 143963 0670 3,630.24 121603 N 197350 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 11 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0671 17.57 121603 N 197353 0672 4,188.74 121703 N 197360 0673 21.10 121703 N 197363 0674 8,512.78 012004 N 197700 0675 282.41 012004 N 197702 0676 9,332.19 012104 N 197520 0677 84.34 012604 N 197528 0678 159.18 012104 N 197522 0679 12,598.94 012104 N 197710 0680 112.79 012104 N 197712 0681 3,364.88 010904 N 197390 0682 51.26 010904 N 197393 0683 10,406.89 012204 N 197530 0684 130.98 012204 N 197532 0685 24.52 012204 N 197533 0686 9,130.03 012204 N 197720 0687 296.43 012204 N 197723 0688 375.96 012204 N 197722 0689 142.95 012204 N 197723 0690 782.49 010704 N 197810 0691 57.65 010704 N 179813 0692 4,560.44 010804 N 197370 0693 117.03 010804 N 197373 0694 799.22 010804 N 197372 0695 162.97 010804 N 197373 0696 1,942.45 011004 N 197410 0697 118.48 011004 N 197412 0698 9,714.35 011004 N 197400 0699 173.63 011004 N 197403 0700 7,155.95 011104 N 197430 0701 358.64 011104 N 197432 0702 4,852.23 011204 N 197800 0703 184.32 011204 N 197803 0704 1,062.65 011204 N 197802 0705 377.43 011204 N 197803 0706 3,118.84 011304 N 197770 0707 141.70 011304 N 197773 0708 1,062.65 011304 N 197772 0709 386.05 011304 N 197773 0710 2,468.77 011404 N 197780 0711 184.32 011404 N 197783 0712 1,051.57 011404 N 197782 0713 377.43 011404 N 197783 0714 4,292.16 011504 N 197740 0715 201.00 011504 N 197743 0716 1,051.57 011504 N 197742 0717 397.12 011504 N 197743 0718 1,564.43 011404 N 197790 0719 854.71 010504 N 200000 0720 3,378.44 122203 N 200010 0721 720.54 012604 N 168160 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 12 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0722 1,429.60 010904 N 171400 0723 1,072.23 010904 N 171410 0724 1,608.50 012404 N 168360 0725 985.66 012404 N 168130 0727 2,208.82 012304 N 168120 0728 978.78 012304 N 167960 0729 2,798.59 012304 N 167950 0730 6,289.15 012304 N 168350 0731 7,014.46 010904 N 144010 0732 4,803.07 010904 N 144013 0733 6,849.59 012104 N 152580 0734 8,352.93 011604 N 150000 0735 7,160.64 011204 N 149960 0736 8,254.77 011204 N 149963 0737 8,943.68 011004 N 149940 0738 2,669.99 012304 N 152600 0739 1,470.43 012404 N 153580 0740 4,981.32 012004 N 152570 0741 7,946.37 012004 N 152573 0742 5,948.43 012204 N 152590 0743 6,118.50 011504 N 149990 0744 5,151.96 011404 N 149980 0745 6,099.89 011404 N 149983 0746 3,053.22 012604 N 153600 0747 3,843.35 012604 N 153603 0748 6,299.40 011304 N 149970 0749 7,526.37 011904 N 197440 0750 2,747.33 011904 N 197443 0751 8,369.49 011704 N 197750 0752 226.70 011704 N 197753 0753 2,048.43 012304 N 167120 0754 23.57 012304 N 167123 0755 10,048.72 012004 N 197510 0756 130.89 012004 N 197513 0757 3,021.08 012404 N 167360 0758 1,258.50 012704 N 166870 0759 3.17 012704 N 166873 0760 1,510.45 011704 N 152550 0761 5,165.73 012704 N 153610 0762 2,354.42 012704 N 153613 0763 1,280.84 012304 N 166960 0764 56.25 012304 N 166963 0765 806.38 012704 N 167870 0766 4,885.47 011104 N 149950 0767 3,069.11 011904 N 152560 0768 7,014.59 020304 N 155580 0769 2,595.15 020204 N 155570 0770 6,073.50 012804 N 153620 0771 7,653.30 013004 N 153640 0772 4,348.83 012904 N 153630 0773 22,408.94 060804 N 203580 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 13 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0774 4,640.91 020404 N 155590 0775 1,657.93 020504 N 155610 0776 8,099.78 020404 N 168410 0777 3,097.43 020404 N 176490 395 0010 450,000.00 A.C. @ U.P.(+) 071404 N 395-07 0011 460,000.00 081804 N 356-08 416 0001 35,460.32 A.C. @ F.A.(+) 071204 N 205010 0002 361,936.12 070904 N 204190 0003 1,498.21 033004 N 189750 0004 133.39 033004 N 189753 0005 908.01 033004 N 189740 0006 93.99 033004 N 189743 0007 530.02 033004 N 189710 0008 61.29 033004 N 189713 0009 1,134.17 033004 N 189760 0010 112.61 033004 N 189763 426 0002 2,300,000.00 E.W. @ L.S.(+) 081804 N 199362 4,066,680.60 TOTAL THIS ESTIMATE 93,933,482.86 TOTAL PREVIOUS ESTIMATE 98,000,163.46 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCS -348,750.00 02 MISSING SUBMITTALS -675,000.00 03 BASELINE SCHEDULE -425,720.00 04 MISSING DOCS 348,750.00 04 MISSING SUBMITTALS 675,000.00 04 BASELINE SCHEDULE 425,720.00 05 BASELINE SCHEDULE -950,000.00 05 CPM BASELINE -904,780.00 05 BASELINE SCHEDULE 950,000.00 06 CPM BASELINE 904,780.00 07 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE 968,982.50 10 BASELINE SCHEDULE 968,982.50 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 CPM UPDATES,01/08 -900,000.00 13 CPM UPDATES 01/08 -264,325.64 13 TRAFFIC DELAY 9/30 -15,500.00 13 CPM SCHEDULE UPDATES -692,474.30 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 STL FAB 300 PLUS MI -13,728.18 14 CPM SCHEDULE UPDATES -22,500.00 15 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -691,727.00 16 CPM UDATE JULY-DEC1 -151,513.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 STL FAB +300 MILES -9,892.05 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 403,216.00 31 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 STL FAB +300 MILES -17,179.17 37 STL FAB +300 MILES -9,110.87 38 STL FAB +300 MILES -13,252.21 39 STL FAB + 300 MILES -23,974.56 40 #159 OUT OF COMPLIA -335.50 41 STL FAB + 300 MILES -17,825.38 41 STL FAB + 300 MILES -30,439.58 42 STL FAB + 300 MILES -24,983.59 43 STL FAB + 300 MILES -12,493.82 44 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 08/20/04 EST. NO.53 TIME 10:56 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- STL FAB/MFR +300MILE -37,134.90 45 MHS -9,837,086.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS 9,837,086.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 OUT OF STATE INSPECT -329,687.50 47 STL FAB 300 MI PLUS 261,584.70 47 OUT OF STATE INSPECT -4,160.79 49 OUT OF COMPLIANCE159 -945.00 50 OUT OF COMPLIANCE152 -742.50 50 OUT OF STATE INSPECT -5,626.39 50 CYL TEST FAILURE#159 -405.00 51 OUT OF STATE INSPECT -2,901.41 51 OUT OF STATE INSPECT -52,214.78 52 OUT OF STATE INSPECT -22,592.03 53 -22,592.03 -419,899.65 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PAYROLL SUBCNTR-JAN 10,000.00 07 PAYROLL (PROTEST) -10,000.00 08 PAYROLL PROTEST 10,000.00 12 SWPPP VIOLATION -900,000.00 30 WESTAR PAYROLL -10,000.00 30 SWPPP VIOLATION 900,000.00 31 WESTAR PAYROLL - DEC -10,000.00 31 WESTAR PAYROLL DEC -10,000.00 32 WESTAR PAYROLL JAN -10,000.00 33 PAYROLL WESTAR FEB3 -10,000.00 34 WESTAR PAYROLL OCT02 10,000.00 35 WESTAR PAYROLL NOV02 10,000.00 35 WESTAR PAYROLL DEC 10,000.00 35 WESTAR PAYROLL JAN03 10,000.00 35 WESTAR PAYROLL FEB03 10,000.00 35 CERTIFIED PAYROLLS -10,000.00 42 CERTIFIED PAYROLL 10,000.00 43 0.00 0.00 TOTAL DEDUCTIONS -22,592.03 -419,899.65 PROGRAM CAS145 PAGE 1 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 LOCATION PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 31.000 1,395,000.00 1,409.000 63,405,000.00 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 0.900 45,900.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 4,249.000 21,245.00 05 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 2.500 23,750.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 922.500 4,151.25 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.025 960.00 0.977 37,516.80 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.001 884.00 0.999 883,116.00 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 0.032 8,000.00 0.923 230,750.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 0.750 22,500.00 PLAN 13 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 0.004 3,208.00 0.995 797,990.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 4,968.100 44,712.90 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.013 4,537.00 0.980 342,020.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.972 3,435,048.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 1,372.000 3,430.00 110,974.000 277,435.00 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 70.000 455.00 348.000 2,262.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 772.000 3,088.00 15,831.000 63,324.00 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 6,180.000 203,940.00 137,880.000 4,550,040.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 2,880.000 10,800.00 112,434.000 421,627.50 PROGRAM CAS145 PAGE 2 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 84.000 59,073.00 2,046.000 1,438,849.50 24 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 3.000 43,761.00 CUSHION/END TREATMENT 25 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 26 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 27 REMOVE STEEL PIPES LF 52.0000 10,400.00 217.000 11,284.00 28 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 25.000 2,625.00 29 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 83,191.000 62,393.25 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 49,231.000 98,462.00 PAVEMENT MARKING 31 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 32 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 740.000 19,610.00 2,075.000 54,987.50 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 25.000 500.00 S) 36 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 37 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 1,140.000 14,250.00 S) 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 41 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 S) 42 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 190.900 17,181.00 43 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 46 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 47 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 S) 48 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 49 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 S) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 3,154.000 2,207.80 S) 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 S) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 S) 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 S) (BROKEN 17-7) 55 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 S) 56 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 S) 57 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 58 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.280 224,000.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.697 487,900.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.101 70,700.00 0.450 315,000.00 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 0.827 578,900.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.018 12,600.00 0.437 305,900.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.983 688,100.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.046 92,000.00 0.831 1,662,000.00 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 13.000 1,105.00 6,416.620 545,412.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.008 14,806.66 0.932 1,724,976.36 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 1.000 600,553.00 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.022 121,900.55 0.905 5,014,545.27 (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 35,000.000 1,452,500.00 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 1,762.510 292,576.66 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 3,672.730 415,018.49 F) (SUBSTRUCTURE) 75 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,488,405.00 952.660 63,828.22 17,481.900 1,171,287.30 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 144.000 328,608.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 14.400 16,531.20 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 1.000 2,585.00 S) EXTENSION (SUBSTRUCTURE) 80 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 10,855.800 347,385.60 (SUBSTRUCTURE) 81 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 122.000 387,838.00 S) (SUBSTRUCTURE) 82 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 20,294.600 953,846.20 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 140.000 358,260.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 4,548.800 291,123.20 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 96.000 4,608.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 1,527.020 12,826,968.00 S) PILING (SUBSTRUCTURE) 87 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 88 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 S) PILE (SUBSTRUCTURE) 89 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 1,049.000 1,800,084.00 CONCRETE PILING (SUBSTRUCTURE) 90 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 S) PILE (SUBSTRUCTURE) 91 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 626.000 1,645,128.00 CONCRETE PILING (SUBSTRUCTURE) 92 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 4.000 576,508.00 S) PILE (SUBSTRUCTURE) 93 MICROPILE EA 102,200.0000 49,158,200.00 470.000 48,034,000.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.012 47,436.89 0.923 3,648,687.30 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 40.000 18,520.00 6,074.500 2,812,493.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 27.000 34,398.00 2,428.000 3,093,272.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 234.840 3,640.02 15,197.030 235,553.97 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 1,324.000 39,720.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 96.000 4,224.00 192.000 8,448.00 (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 32.000 64,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.900 1,801.20 31.600 7,204.80 S) (SUBSTRUCTURE) 04 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 05 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 S) (TYPE A) (SUBSTRUCTURE) 06 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 07 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 S) (TYPE C) (SUBSTRUCTURE) 08 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 21.000 7,980,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.160 71,305.28 20.800 9,269,686.40 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 0.060 13,311.06 3.900 865,218.90 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 4.000 1,600,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.020 6,579.84 4.010 1,319,257.92 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 3.000 1,185,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 2.980 883,710.06 S) (TYPE D) (SUBSTRUCTURE) 16 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 17 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 2.000 593,870.00 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 1,669.500 38,398.50 145,624.530 3,349,364.19 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 -660.000 -15,180.00 11,511.080 264,754.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 6,137.200 2,516,252.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 12,446.840 258,271.93 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 810,000.00 825,008.000 742,507.20 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 -2,283.000 -2,967.90 1,313,606.000 1,707,687.80 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 678,912.000 882,585.60 SF)(FENDER)(SUBSTRUCTURE) 26 STEEL CASING LB 3.2200 11,971,960.00 3,718,121.000 11,972,349.62 SF)(SUBSTRUCTURE) 27 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 3.000 119,100.00 57.000 2,262,900.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 839,740.100 1,209,225.74 15,718,770.200 22,635,029.09 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 1,531,930.800 628,091.63 12,290,572.350 5,039,134.66 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 1,300.000 15,600.00 33,724.000 404,688.00 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 0.041 72,160.00 0.239 420,640.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 410.000 28,290.00 15,840.000 1,092,960.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.024 2,400.00 0.974 97,400.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 24,493.500 112,915.04 132,893.500 612,639.04 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 1,163.000 4,652.00 111,596.500 446,386.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 1.000 316,536.00 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.722 87,460.91 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.062 47,836.97 0.409 315,569.68 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.067 110,682.26 0.469 774,775.81 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.010 2,168.55 0.980 212,517.90 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 82.625 7,849.38 109.000 10,355.00 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.612 28,396.80 0.620 28,768.00 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 1.000 188,435.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.300 336,587.40 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.048 77,542.56 0.736 1,188,985.92 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.997 142,153.26 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 1,441.000 1,119,657.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 1,028.000 896,416.00 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,155.000 125,895.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 1,234.700 1,291,496.20 11,931.660 12,480,516.36 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 282.000 6,374,328.00 S) (SUPERSTRUCTURE) 54 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 S) (SUPERSTRUCTURE) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 0.060 29,958.54 0.580 289,599.22 S) (SUPERSTRUCTURE) 56 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 1.000 34,321.00 S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 266,082.00 391.000 284,257.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 2,880.000 982,080.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 552.000 168,912.00 4,260.470 1,303,703.82 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 40.000 10,240.00 90.000 23,040.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 65.000 1,040.00 23,598.250 377,572.00 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 76.000 2,128.00 1,500.000 42,000.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 4.000 520,000.00 36.000 4,680,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 2,827.000 212,025.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 464.000 3,619,200.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 8.000 188,000.00 43.000 1,010,500.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 4.000 96,464.00 32.000 771,712.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 1.000 12,913.00 3.000 38,739.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 2.100 20,708.10 458.000 4,516,338.00 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 7.000 40,271.00 42.000 241,626.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 343.000 6,174.00 1,948.000 35,064.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 47.000 3,525.00 279.500 20,962.50 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 507.000 16,477.50 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 9,632.000 317,856.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 816.000 37,536.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 246.590 11,836.32 S) (SUPERSTRUCTURE) 77 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 7.000 161,000.00 S) (SUPERSTRUCTURE) 78 JOINT SEAL (MR 1/2") LF 14.0000 2,380.00 0.000 0.00 S) (SUPERSTRUCTURE) 79 JOINT SEAL (TYPE B-MR 2") LF 107.0000 18,190.00 0.000 0.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 40.500 9,112.50 249.000 56,025.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 18.000 100,584.00 18.000 100,584.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 36.000 178,128.00 122.400 605,635.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 180,100.300 162,090.27 2,938,060.830 2,644,254.75 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 215,914.000 280,688.20 2,659,942.600 3,457,925.38 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 1,346.000 6,730.00 1,600.000 8,000.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 20,192.650 87,030.32 302,746.560 1,304,837.67 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 177,400.000 374,314.00 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 280,434.530 398,217.03 8,287,076.920 11,767,649.23 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 310,304.530 552,342.06 8,220,951.920 14,633,294.42 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 5,338.000 96,297.52 179,049.000 3,230,043.96 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 23,753.250 40,380.53 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 23,753.250 183,137.56 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 2.000 29,200.00 86.000 1,255,600.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 1,256.000 232,360.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 3.600 126,486.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 8.000 887,024.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.016 30,400.00 0.857 1,628,300.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 7,460.830 462,571.46 255,107.369 15,816,656.88 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.022 2,200.00 1.000 100,000.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 901.000 2,360.62 337,345.400 883,844.95 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 26,927.500 118,211.73 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 30,414.900 50,488.73 275,706.700 457,673.12 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 206.000 11,124.00 2,929.000 158,166.00 F) (SUPERSTRUCTURE) 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 4,544.000 1,404,096.00 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,227.000 441,720.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 08/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:56 AM ESTIMATE NO. 53 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 08/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,704,931.80 382,900,596.28 ADJUSTMENT OF COMPENSATION 1,893,228.50 48,588,900.49 EXTRA WORK 2,173,452.10 49,411,262.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,771,612.40 480,900,759.74 08 MOBILIZATION LS 4487,318.0000 44,487,318.00 1.000 44,487,318.00 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 13,771,612.40 525,388,077.74 MATERIALS ON HAND ON SITE 18,793,495.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -22,592.03 -419,899.65 TOTAL 13,749,020.37 543,761,673.09 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 1409 3 153 0 84% 88% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/20/04