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 01/26/04 EST. NO.45 TIME 06:02 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0050 31.61 E.W. @ F.A.(+) 101803 N 139260 0051 15.18 101303 N 139270 002 0018 2,430.32 E.W. @ F.A.(+) 073103 N 117670 0019 1,900.01 113002 N 117610 0020 1,823.56 043002 N 117590 0021 3,919.51 043002 N 117400 0022 2,158.97 033103 N 117570 0023 2,092.57 033103 N 117560 0024 2,105.18 033103 N 117550 0025 2,341.13 073101 N 117470 0026 2,106.75 103101 N 117490 0027 1,964.28 073101 N 117460 0028 5,181.06 033101 N 117390 003 0011 800.01 E.W. @ F.A.(+) 103102 N 117070 0012 6,550.01 083103 N 117270 0013 500.01 083103 N 116860 0014 500.01 113001 N 116910 0015 712.50 013102 N 116930 0016 1,312.50 043002 N 116950 0017 1,762.50 063002 N 116980 0018 825.00 103102 N 117080 0019 1,375.00 013103 N 117100 0020 600.00 022803 N 117130 0021 1,087.50 033103 N 117150 0022 1,812.50 043003 N 117170 0023 2,412.50 053103 N 117200 0024 2,225.00 083103 N 117250 0025 600.00 083103 N 117290 022 0396-1 -4,599.61 E.W. @ F.A.(+) 051203 N 9492 0 DAO CORRECTING ENTRY 0396-2 8,410.94 051203 N 9492 0 DAO CORRECTING ENTRY 0397-1 -524.26 051203 N 9492S0 DAO CORRECTING ENTRY 0397-2 915.83 051203 N 9492S0 DAO CORRECTING ENTRY 0398-1 -8,592.45 051303 N 9493 0 DAO CORRECTING ENTRY 0398-2 9,965.32 051303 N 9493 0 DAO CORRECTING ENTRY 0399-1 -1,179.97 051303 N 9493S0 DAO CORRECTING ENTRY 0399-2 929.27 051303 N 9493S0 DAO CORRECTING ENTRY 0400-1 -3,149.96 051603 N 9495 0 DAO CORRECTING ENTRY 0402-1 -6,418.39 051403 N 9619 0 DAO CORRECTING ENTRY 0402-2 7,536.75 051403 N 9619 0 DAO CORRECTING ENTRY 0403-1 -3,560.19 051903 N 9496 0 DAO CORRECTING ENTRY 0403-2 4,678.55 051903 N 9496 0 DAO CORRECTING ENTRY 0404-1 -2,574.23 052003 N 9621 0 DAO CORRECTING ENTRY 0404-2 3,692.59 052003 N 9621 0 DAO CORRECTING ENTRY 0457-1 -110.35 062303 N 107270 DAO CORRECTING ENTRY 0457-2 111.00 062303 N 107270 DAO CORRECTING ENTRY 0483-1 -250.69 052003 N 9621S0 DAO CORRECTING ENTRY 0484-1 -250.69 051603 N 9495S0 DAO CORRECTING ENTRY 0485-1 -250.69 051903 N 9496S0 DAO CORRECTING ENTRY 0486-1 -250.69 051403 N 9619S0 DAO CORRECTING ENTRY 0560 120.28 092603 N 138300 0561 225.93 091903 N 138280 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 01/26/04 EST. NO.45 TIME 06:02 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 --------------------------------------------------------------------------- 0562 40.48 080403 N 111930 0563 157.80 091703 N 138310 0564 10.12 092203 N 138290 0565 506.06 111203 N 138380 0566 607.27 111303 N 138370 0567 607.27 111703 N 138360 0568 18,452.61 E.W. @ U.P (+) 121603 N 139210 0569 13,138.00 121603 N 139200 0570 11,436.00 121603 N 139190 0579 167,702.50 121603 N 139180 0580 4,268.32 E.W. @ F.A.(+) 051603 N 9495R0 038 0145 229.86 E.W. @ F.A.(+) 092003 N 138320 0146 421.84 110403 N 137310 0147 562.45 111003 N 137330 0148 1,064.36 102103 N 139540 0149 1,036.00 102203 N 139550 0150 421.84 110303 N 137320 077 0095 1,542.67 E.W. @ F.A.(+) 091903 N 135580 0096 977.97 091703 N 135590 0097 2,376.75 091603 N 135600 0098 1,833.09 091503 N 135610 0099 1,509.86 091203 N 135620 0105 1,194.86 080903 N 135680 0106 1,947.70 080503 N 135690 0107 2,031.97 073003 N 135700 0109 879.72 092003 N 135730 0110 4,476.35 092403 N 135740 0111 2,168.69 092303 N 135750 0112 797.09 092203 N 135760 0113 1,100.71 092203 N 135770 0114 863.38 091803 N 135780 089 0856-1 2,034.77 A.C. @ U.P.(-) 111502 N 107-03 DAO CORRECTING ENTRY 0856-2 -1,789.25 111502 N 107-03 DAO CORRECTING ENTRY 0859-1 1,707.41 112002 N 107-06 DAO CORRECTING ENTRY 0859-2 -1,991.47 112002 N 107-06 DAO CORRECTING ENTRY 0866-1 2,055.81 030403 N 107-13 DAO CORRECTING ENTRY 0866-2 -1,874.32 030403 N 107-13 DAO CORRECTING ENTRY 0868-1 1,750.72 030603 N 107-15 DAO CORRECTING ENTRY 0868-2 -1,640.03 030603 N 107-15 DAO CORRECTING ENTRY 0875-1 2,928.63 013003 N 086-01 DAO CORRECTING ENTRY 0875-2 -2,577.19 013003 N 086-01 DAO CORRECTING ENTRY 0877-1 2,577.19 021103 N 086-03 DAO CORRECTING ENTRY 0877-2 -2,225.76 021103 N 086-03 DAO CORRECTING ENTRY 0878-1 2,342.90 021203 N 086-04 DAO CORRECTING ENTRY 0878-2 -1,991.47 021203 N 086-04 DAO CORRECTING ENTRY 0880-1 2,108.61 021403 N 086-06 DAO CORRECTING ENTRY 0880-2 -1,757.18 021403 N 086-06 DAO CORRECTING ENTRY 0881-1 2,167.19 021803 N 086-07 DAO CORRECTING ENTRY 0881-2 -1,815.76 021803 N 086-07 DAO CORRECTING ENTRY 0883-1 2,577.19 022003 N 086-09 DAO CORRECTING ENTRY 0883-2 -2,225.76 022003 N 086-09 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 01/26/04 EST. NO.45 TIME 06:02 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 --------------------------------------------------------------------------- 0886-1 2,460.05 063003 N 086-12 DAO CORRECTING ENTRY 0886-2 -2,108.61 063003 N 086-12 DAO CORRECTING ENTRY 0887-1 2,225.76 072103 N 096-01 DAO CORRECTING ENTRY 0887-2 -1,874.32 072103 N 096-01 DAO CORRECTING ENTRY 0888-1 1,991.47 072203 N 096-02 DAO CORRECTING ENTRY 0888-2 -1,757.18 072203 N 096-02 DAO CORRECTING ENTRY 0889-1 2,460.05 072303 N 096-03 DAO CORRECTING ENTRY 0889-2 -2,108.61 072303 N 096-03 DAO CORRECTING ENTRY 0891-1 2,225.76 072503 N 096-05 DAO CORRECTING ENTRY 0891-2 -1,874.32 072503 N 096-05 DAO CORRECTING ENTRY 0895-1 2,694.34 073003 N 096-09 DAO CORRECTING ENTRY 0895-2 -2,342.90 073003 N 096-09 DAO CORRECTING ENTRY 0898-1 2,460.05 080403 N 096-12 DAO CORRECTING ENTRY 0898-2 -2,108.61 080403 N 096-12 DAO CORRECTING ENTRY 0900-1 2,225.76 080603 N 096-14 DAO CORRECTING ENTRY 0900-2 -1,991.47 080603 N 096-14 DAO CORRECTING ENTRY 0902-1 1,874.32 081603 N 096-16 DAO CORRECTING ENTRY 0902-2 -1,522.89 081603 N 096-16 DAO CORRECTING ENTRY 0905-1 2,460.05 081903 N 096-19 DAO CORRECTING ENTRY 0905-2 -2,108.61 081903 N 096-19 DAO CORRECTING ENTRY 0908-1 2,108.61 082303 N 096-22 DAO CORRECTING ENTRY 0908-2 -1,991.47 082303 N 096-22 DAO CORRECTING ENTRY 0911-1 4,217.22 091003 N 094-01 DAO CORRECTING ENTRY 0911-2 -3,982.93 091003 N 094-01 DAO CORRECTING ENTRY 0914-1 2,460.05 090303 N 096-25 DAO CORRECTING ENTRY 0914-2 -2,108.61 090303 N 096-25 DAO CORRECTING ENTRY 0917-1 1,874.32 120202 N 126-01 DAO CORRECTING ENTRY 0917-2 -1,757.18 120202 N 126-01 DAO CORRECTING ENTRY 0920-1 2,225.76 120502 N 126-04 DAO CORRECTING ENTRY 0920-2 -1,874.32 120502 N 126-04 DAO CORRECTING ENTRY 0921-1 1,874.32 120602 N 126-05 DAO CORRECTING ENTRY 0921-2 -1,640.03 120602 N 126-05 DAO CORRECTING ENTRY 0924-1 2,577.19 011203 N 126-08 DAO CORRECTING ENTRY 0924-2 -2,342.90 011203 N 126-08 DAO CORRECTING ENTRY 0925-1 2,460.05 011303 N 126-09 DAO CORRECTING ENTRY 0925-2 -2,342.90 011303 N 126-09 DAO CORRECTING ENTRY 0930-1 2,225.76 090503 N 096-28 DAO CORRECTING ENTRY 0930-2 -1,874.32 090503 N 096-28 DAO CORRECTING ENTRY 0933-1 2,225.76 091203 N 124-05 DAO CORRECTING ENTRY 0933-2 -1,874.32 091203 N 124-05 DAO CORRECTING ENTRY 0934-1 2,225.76 091503 N 124-06 DAO CORRECTING ENTRY 0934-2 -1,874.32 091503 N 124-06 DAO CORRECTING ENTRY 0937-1 2,225.76 091803 N 124-09 DAO CORRECTING ENTRY 0937-2 -1,874.32 091803 N 124-09 DAO CORRECTING ENTRY 0940-1 2,225.76 092303 N 124-12 DAO CORRECTING ENTRY 0940-2 -1,874.32 092303 N 124-12 DAO CORRECTING ENTRY 0942-1 2,577.19 042903 N 169-01 DAO CORRECTING ENTRY 0942-2 -2,342.90 042903 N 169-01 DAO CORRECTING ENTRY 0943-1 2,342.90 052203 N 169-02 DAO CORRECTING ENTRY 0943-2 -2,108.61 052203 N 169-02 DAO CORRECTING ENTRY 0944-1 2,342.90 052403 N 169-03 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. 4 DATE 01/26/04 EST. NO.45 TIME 06:02 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 --------------------------------------------------------------------------- 0944-2 -2,225.76 052403 N 169-03 DAO CORRECTING ENTRY 0946-1 1,991.47 100403 N 094-02 DAO CORRECTING ENTRY 0946-2 -1,640.03 100403 N 094-02 DAO CORRECTING ENTRY 0959-1 2,225.76 092603 N 124-15 DAO CORRECTING ENTRY 0959-2 -1,874.32 092603 N 124-15 DAO CORRECTING ENTRY 0961-1 2,108.61 093003 N 124-17 DAO CORRECTING ENTRY 0961-2 -1,757.18 093003 N 124-17 DAO CORRECTING ENTRY 0962-1 2,108.61 100103 N 124-18 DAO CORRECTING ENTRY 0962-2 -1,874.32 100103 N 124-18 DAO CORRECTING ENTRY 0963-1 2,108.61 100203 N 124-19 DAO CORRECTING ENTRY 0963-2 -1,757.18 100203 N 124-19 DAO CORRECTING ENTRY 0964-1 2,108.61 100303 N 124-20 DAO CORRECTING ENTRY 0964-2 -1,757.18 100303 N 124-20 DAO CORRECTING ENTRY 0965-1 2,577.19 040103 N 109-01 DAO CORRECTING ENTRY 0965-2 -2,342.90 040103 N 109-01 DAO CORRECTING ENTRY 0970-1 2,342.90 042203 N 109-02 DAO CORRECTING ENTRY 0970-2 -1,991.47 042203 N 109-02 DAO CORRECTING ENTRY 0971-1 2,108.61 042303 N 109-03 DAO CORRECTING ENTRY 0971-2 -1,874.32 042303 N 109-03 DAO CORRECTING ENTRY 0974-1 2,577.19 050703 N 109-06 DAO CORRECTING ENTRY 0974-2 -2,460.05 050703 N 109-06 DAO CORRECTING ENTRY 0977-1 2,577.19 050903 N 109-08 DAO CORRECTING ENTRY 0977-2 -2,225.76 050903 N 109-08 DAO CORRECTING ENTRY 0980-1 1,874.32 051403 N 109-11 DAO CORRECTING ENTRY 0980-2 -1,640.03 051403 N 109-11 DAO CORRECTING ENTRY 0981-1 2,577.19 051503 N 109-12 DAO CORRECTING ENTRY 0981-2 -2,577.19 051503 N 109-12 DAO CORRECTING ENTRY 0982-1 2,342.90 051603 N 109-13 DAO CORRECTING ENTRY 0982-2 -2,225.76 051603 N 109-13 DAO CORRECTING ENTRY 0983-1 2,577.19 051903 N 109-14 DAO CORRECTING ENTRY 0983-2 -2,342.90 051903 N 109-14 DAO CORRECTING ENTRY 0984-1 2,342.90 052003 N 109-15 DAO CORRECTING ENTRY 0984-2 -2,108.61 052003 N 109-15 DAO CORRECTING ENTRY 0985-1 1,874.32 052103 N 109-16 DAO CORRECTING ENTRY 0985-2 -1,757.18 052103 N 109-16 DAO CORRECTING ENTRY 0989 -2,342.90 061203 N 109-20 0990-1 1,874.32 061303 N 109-21 DAO CORRECTING ENTRY 0990-2 -1,640.03 061303 N 109-21 DAO CORRECTING ENTRY 0991-1 1,874.32 061903 N 109-22 DAO CORRECTING ENTRY 0991-2 -2,031.30 061903 N 109-22 DAO CORRECTING ENTRY 0993-1 2,342.90 071703 N 109-24 DAO CORRECTING ENTRY 0993-2 -2,225.76 071703 N 109-24 DAO CORRECTING ENTRY 0994-1 2,577.19 071603 N 109-25 DAO CORRECTING ENTRY 0994-2 -2,225.76 071603 N 109-25 DAO CORRECTING ENTRY 1023 -1,728.82 102303 N 95-001 1024 -1,525.43 102403 N 95-002 1025 -1,423.73 102503 N 95-003 1026 -1,728.82 102503 N 90-004 1027 -1,627.12 102903 N 95-005 1028 -1,525.43 103103 N 95-006 1029 -1,016.95 110103 N 95-007 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 01/26/04 EST. NO.45 TIME 06:02 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 --------------------------------------------------------------------------- 1030 -1,728.82 110303 N 95-008 1031 -1,728.82 110403 N 95-009 1032 -1,627.12 110503 N 95-010 1033 -1,525.43 111203 N 95-011 1034 -1,525.43 111303 N 95-012 1035 -1,627.12 111403 N 95-013 1036 -1,627.12 111703 N 95-014 1037 -1,525.43 111703 N 95-015 1038 -1,525.43 112103 N 95-016 1039 -1,627.12 120903 N 95-017 1040 -1,525.43 121003 N 95-018 1041 -1,423.73 121003 N 95-019 1042 -1,525.43 120803 N 95-020 1043 -1,627.12 112003 N 95-021 1044 -1,830.51 112403 N 95-022 1045 -1,627.12 112503 N 95-023 1046 -1,322.04 120103 N 95-024 1047 -1,525.43 120203 N 95-025 1048 -1,627.12 120203 N 95-026 1049 -1,525.43 120403 N 95-027 1050 -1,932.21 120503 N 86-001 1051 -1,830.51 111903 N 86-002 1052 -915.26 110503 N 96-001 1053 -1,322.04 110603 N 71-001 1054 -1,118.65 110703 N 71-002 1055 -1,525.43 111003 N 71-003 1056 -929.46 121303 N 94-001 1057 -1,460.58 121303 N 94-002 1058 -2,124.48 121503 N 94-003 1059 -1,261.41 121703 N 94-004 1060 -1,593.36 121603 N 94-005 1061 -1,261.41 122203 N 70-001 1062 -1,195.02 121803 N 70-002 1063 -995.85 121803 N 70-003 099 0261 665.71 E.W. @ F.A.(+) 050602 N 136010 153 0673 45.25 E.W. @ F.A.(+) 021203 N 137680 0674 266.23 032803 N 137690 0675 21,313.60 090703 N 132550 185 0028 10.12 E.W. @ F.A.(+) 100203 N 134980 0029 59.53 102703 N 135010 0030 143.70 102403 N 135000 0032 98.12 102103 N 135170 0033 150.29 102203 N 135030 208 0820 7,790.43 E.W. @ F.A.(+) 111203 N 137700 0821 3,384.08 111103 N 137710 0822 8,449.29 102803 N 137720 0823 11,948.25 102903 N 137730 0824 10,316.92 103003 N 137740 0825 4,943.13 103103 N 137750 0826 6,744.16 110503 N 137760 0829 1,695.08 102803 N 137790 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 01/26/04 EST. NO.45 TIME 06:02 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 --------------------------------------------------------------------------- 0831 1,028.20 102803 N 137810 0840 8,218.19 111203 N 137900 0841 11,471.77 110703 N 137910 0842 8,883.07 110803 N 137920 0843 11,056.70 111203 N 137930 0848 617.10 111203 N 137902 0850 203.23 111203 N 137932 0853 4,063.05 111203 N 137950 0854 2,592.06 111203 N 137960 0855 3,604.28 111103 N 138820 0856 162.91 111103 N 138822 0857 6,748.54 111303 N 138830 0866 6,538.65 112003 N 138930 0867 209.81 112003 N 138932 0868 9,264.66 110103 N 138970 0869 7,749.36 110503 N 138980 0870 569.56 110503 N 138982 0879 25.70 101503 N 138350 0880 114.91 102203 N 138340 0881 94.25 102303 N 138330 0888 5,999.60 102403 N 132730 0889 100.27 102403 N 132732 0891 196.31 102703 N 132742 0893 3,500.74 102703 N 132760 0894 102.09 102703 N 132762 0900 252.71 112103 N 138942 0902 236.50 111903 N 138922 0910 17.23 111703 N 138842 0911 137.84 111203 N 137702 0912 411.64 102803 N 137722 0913 536.92 102903 N 137732 0914 608.46 103003 N 137742 0915 297.36 103103 N 137752 0916 116.04 110503 N 137762 221 0071 298.79 E.W. @ F.A.(+) 090303 N 139800 235 0209 773.52 E.W. @ F.A.(+) 120302 N 139930 0210 1,249.08 120203 N 139920 0211 2,188.27 112702 N 139910 0212 940.19 112602 N 139900 0213 330.12 112602 N 139890 0214 1,358.99 112102 N 139880 0215 588.34 101702 N 139870 0216 1,649.47 121802 N 139850 0217 788.71 121202 N 139830 0218 1,649.47 121102 N 139820 0219 2,208.34 120502 N 139810 0220 1,709.37 010603 N 139860 0221 421.22 121802 N 139840 0222 691.42 062503 N 135440 0223 707.11 082803 N 135430 0224 1,594.13 090203 N 135420 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 01/26/04 EST. NO.45 TIME 06:02 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 --------------------------------------------------------------------------- 0225 652.49 090303 N 135410 0226 727.81 092003 N 135400 0227 1,081.47 070103 N 135570 0228 1,191.96 070303 N 135560 0229 729.53 082003 N 135550 0230 1,248.67 062003 N 135530 0231 1,939.47 070703 N 135520 0232 2,381.43 070803 N 135510 0233 2,508.38 071003 N 135500 0234 1,169.87 071103 N 133501 0235 441.27 071403 N 135490 0236 537.01 071503 N 135480 0237 779.86 071603 N 135470 0238 2,536.80 061803 N 135460 0239 691.42 062403 N 135450 0240 208.10 061703 N 135540 0241 239.01 072403 N 108930 0243 462.97 111103 N 134960 0244 50.60 111103 N 139790 267 0013 40,000.00 E.W. @ L.S.(+) 011904 N 116622 291 0001 2,151.01 E.W. @ F.A.(+) 042103 N 8927 0 0002 2,905.80 071403 N 107510 0003 72.69 071503 N 108280 0004 878.70 071603 N 108310 0006 3,700.37 072803 N 109900 0007 1,188.91 080403 N 112450 0008 352.18 101503 N 132160 0009 424.18 101603 N 132170 0010 338.89 072403 N 132080 0011 805.57 072503 N 132090 0012 749.05 072503 N 132100 0013 872.73 040303 N 8633 0 0014 872.73 040403 N 8634 0 0015 2,355.31 040703 N 8673 0 0016 1,212.56 061203 N 100200 0017 2,425.14 040803 N 8697 0 0019 324.66 041803 N 102720 0020 736.67 051503 N 102730 0021 2,013.87 040903 N 8711 0 0022 662.00 051603 N 102740 0023 1,268.29 031903 N 8734 0 0024 614.89 052903 N 102750 0025 263.76 053003 N 102760 0026 65.95 060503 N 102770 0027 138.61 060603 N 102780 0028 819.30 061903 N 102790 0029 702.13 041003 N 9030 0 0030 2,301.92 080103 N 109910 0031 613.18 051403 N 9483 0 0032 1,693.63 051503 N 9484 0 0033 1,902.17 111103 N 134540 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 01/26/04 EST. NO.45 TIME 06:02 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 --------------------------------------------------------------------------- 0034 1,303.95 032003 N 083850 0035 1,791.22 051603 N 9485 0 0036 3,567.12 052903 N 9553 0 0037 2,463.00 053003 N 9554 0 0038 1,021.85 060203 N 9682 0 0039 1,460.71 060303 N 9683 0 0040 597.53 060503 N 9684 0 0041 612.94 060603 N 9685 0 0042 392.08 021803 N 103850 0043 968.65 022503 N 103860 0044 1,390.22 022603 N 103870 0045 1,359.16 031303 N 103880 0046 144.58 040303 N 103890 0047 2,039.95 071503 N 108600 0048 2,501.30 073003 N 111730 0049 2,504.35 080103 N 111740 0050 109.94 080403 N 114680 0051 797.31 101503 N 128870 0052 348.44 101603 N 128880 303 0107 3,233.33 E.W. @ F.A.(+) 080503 N 113040 0108 3,143.21 080403 N 113030 312 0008 500,000.00 A.C. @ L.S.(+) 011504 N 101070 322 0025 55.18 E.W. @ F.A.(+) 061803 N 112172 0367 3,452.93 090203 N 131060 0368 265.96 090203 N 131062 0374 9,015.35 091603 N 131080 0375 616.56 091603 N 131083 0376 10,506.17 091803 N 131090 0377 831.76 091803 N 131093 0378 10,048.66 091703 N 131110 0379 570.30 091703 N 131113 0380 2,357.55 092203 N 131120 0381 10,534.36 092003 N 131130 0382 45.39 092003 N 131133 0383 3,410.41 092303 N 131140 0384 1,822.33 092203 N 131000 0385 3.10 092203 N 131003 0387 8,201.54 073003 N 122580 0388 876.01 073003 N 122583 0390 768.32 090503 N 122600 0391 1,187.19 072803 N 122570 0405 3,927.27 071403 N 112259 0408 1,295.90 061803 N 112179 0409 267.55 061803 N 112173 0410 8,988.44 070803 N 112129 0411 336.92 070803 N 112123 0412 94.37 070803 N 112122 0413 575.04 061903 N 112209 0414 1,717.25 092503 N 124749 0415 5,306.47 071103 N 112139 0416 1,093.38 071103 N 112133 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 01/26/04 EST. NO.45 TIME 06:02 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 --------------------------------------------------------------------------- 0417 97.87 071103 N 112134 0438 1,156.40 111203 N 135040 0439 9,209.13 092103 N 135050 0440 1,821.87 090903 N 135060 0441 2,636.72 091003 N 135070 0442 1,406.56 103103 N 135080 0443 1,990.14 092203 N 135090 0445 2,301.04 090803 N 130950 0446 1,257.21 090803 N 130952 0447 2,733.58 090903 N 130960 0448 2,459.32 091003 N 130970 0449 1,257.21 091003 N 130972 0450 1,174.90 103103 N 135082 0451 1,228.96 090903 N 130962 0452 66.45 090203 N 131063 0453 455.23 091603 N 131082 0454 30.75 091603 N 131083 0455 509.74 091803 N 131092 0456 498.74 091703 N 131112 0457 35.37 091703 N 131113 0458 497.61 092003 N 131132 0459 49.95 092003 N 131133 0460 439.92 092203 N 131002 0461 6.00 092203 N 131003 0462 90.22 073003 N 122582 339 0005 165,585.27 E.W. @ L.S.(+) 121703 N 339-40 372 0002 429,461.39 A.C. @ L.S.(+) 011604 N 372-L2 1,787,161.63 TOTAL THIS ESTIMATE 51,059,121.14 TOTAL PREVIOUS ESTIMATE 52,846,282.77 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 01/26/04 EST. NO.45 TIME 06:02 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 01/26/04 EST. NO.45 TIME 06:02 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 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 01/26/04 EST. NO.45 TIME 06:02 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- STL FAB/MFR +300MILE -37,134.90 45 -37,134.90 -262,208.95 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 -37,134.90 -262,208.95 PROGRAM CAS145 PAGE 1 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 31.000 1,395,000.00 1,196.000 53,820,000.00 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 0.760 38,760.00 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 28.000 126.00 922.500 4,151.25 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.797 30,604.80 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.919 812,396.00 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 0.016 4,000.00 0.795 198,750.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 0.750 22,500.00 PLAN 13 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 0.024 19,248.00 0.863 692,126.00 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 0.889 310,261.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.825 2,915,550.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 2,216.000 5,540.00 90,607.000 226,517.50 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 278.000 1,807.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 234.000 936.00 11,171.000 44,684.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 S) 21 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 3,320.000 109,560.00 103,420.000 3,412,860.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 3,453.000 12,948.75 96,994.000 363,727.50 PROGRAM CAS145 PAGE 2 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 60.000 42,195.00 1,300.000 914,225.00 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 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 14,250.00 570.000 7,125.00 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 172,800.00 100.100 9,009.00 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 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.233 186,400.00 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 0.023 16,100.00 0.086 60,200.00 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 0.008 5,600.00 0.362 253,400.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.017 11,900.00 0.189 132,300.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.005 3,500.00 0.968 677,600.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.059 118,000.00 0.430 860,000.00 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 541,450.00 748.000 63,580.00 4,424.620 376,092.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.120 222,099.96 0.785 1,452,903.91 (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 0.074 410,029.12 0.763 4,227,732.64 (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 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,032.440 605,173.48 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 108.000 246,456.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 3.000 3,444.00 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 1,141.500 53,650.50 11,263.400 529,379.80 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 12.000 30,708.00 128.000 327,552.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 1,788.000 114,432.00 1,788.000 114,432.00 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 48.000 2,304.00 48.000 2,304.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 63.200 530,880.00 1,461.020 12,272,568.00 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 54.000 141,912.00 626.000 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 9.000 919,800.00 467.400 47,768,280.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.049 193,700.63 0.701 2,771,104.87 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 349.000 161,587.00 5,613.500 2,599,050.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 1,266.000 1,612,884.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 12,438.590 192,798.15 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 1,201.000 36,030.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 0.000 0.00 (SUBSTRUCTURE) 00 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 0.000 0.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 0.000 0.00 S) UNIT (SUBSTRUCTURE) 02 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 20.000 40,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 21.000 7,980,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 1.040 463,484.32 20.140 8,975,552.12 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 3.640 807,537.64 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 3.000 1,200,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.030 9,869.76 2.960 973,816.32 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 2.000 790,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 1.980 587,163.06 S) (TYPE D) (SUBSTRUCTURE) 16 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 17 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 2.000 593,870.00 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 4,903.000 112,769.00 127,147.030 2,924,381.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 535.500 12,316.50 11,193.080 257,440.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 6,127.200 2,512,152.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 11,355.840 235,633.68 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 0.000 0.00 S) (SUBSTRUCTURE) 23 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 75,000.000 67,500.00 825,000.000 742,500.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 91,712.000 119,225.60 1,254,018.000 1,630,223.40 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 376,582.000 489,556.60 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 2.000 79,400.00 42.000 1,667,400.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 1,494,302.000 2,151,794.88 7,226,728.100 10,406,488.46 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 667,747.500 273,776.48 4,781,000.050 1,960,210.02 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,130.000 25,560.00 19,314.000 231,768.00 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 0.013 22,880.00 0.029 51,040.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 540.000 37,260.00 12,817.000 884,373.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.032 3,200.00 0.795 79,500.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 51,918.000 239,341.98 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 50,423.500 201,694.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.200 63,307.20 0.500 158,268.00 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.380 46,032.06 0.630 76,316.31 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.150 115,734.60 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.017 28,083.56 0.202 333,698.75 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.026 5,638.23 0.764 165,677.22 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 26.375 2,505.63 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.008 371.20 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.100 18,843.50 0.600 113,061.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.100 112,195.80 0.100 112,195.80 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.016 25,847.52 0.607 980,590.29 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.076 10,836.16 0.684 97,525.40 (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 1,442.000 1,120,434.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 1,027.600 896,067.20 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,140.000 124,260.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 275.020 287,670.92 5,577.260 5,833,813.96 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 25.450 575,271.80 282.000 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 0.018 8,987.56 0.108 53,925.37 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 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 982,080.00 232.000 79,112.00 2,462.000 839,542.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 111.000 33,966.00 1,336.970 409,112.82 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 10.000 2,560.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 19,308.590 308,937.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 765.000 21,420.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 8.000 1,040,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 955.000 71,625.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 36.000 280,800.00 311.000 2,425,800.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 1.000 23,500.00 9.000 211,500.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 4.000 96,464.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 1.000 12,913.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 66.500 655,756.50 277.500 2,736,427.50 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 1.000 5,753.00 9.000 51,777.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 323.000 5,814.00 959.000 17,262.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 45.000 3,375.00 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 157.000 5,102.50 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 8,018.000 264,594.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 74.000 3,404.00 672.000 30,912.00 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 2.000 46,000.00 4.000 92,000.00 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 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 89,288.400 80,359.56 1,462,855.770 1,316,570.19 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 118,302.000 153,792.60 1,164,161.850 1,513,410.41 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 254.000 1,270.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 4,707.380 20,288.81 159,296.920 686,569.73 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 9,749.700 20,571.87 168,232.600 354,970.79 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 331,193.200 470,294.34 5,790,156.900 8,222,022.80 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 335,495.200 597,181.46 5,604,266.900 9,975,595.08 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 7,376.000 133,063.04 126,275.000 2,278,001.00 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 16,356.000 27,805.20 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 16,356.000 126,104.76 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 1.000 14,600.00 73.000 1,065,800.00 (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 8.000 887,024.00 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 0.679 1,290,100.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 2,329.090 144,403.58 206,461.890 12,800,637.18 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.009 900.00 0.814 81,400.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 305,129.100 799,438.24 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 3,828.000 16,804.92 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 11,333.800 18,814.11 118,391.100 196,529.23 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 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 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 06:02 PM ESTIMATE NO. 45 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 01/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,951,608.08 306,296,965.50 ADJUSTMENT OF COMPENSATION 879,954.81 24,068,263.71 EXTRA WORK 907,206.82 28,778,019.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,738,769.71 359,143,248.27 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 14,738,769.71 403,630,566.27 MATERIALS ON HAND ON SITE 38,245,622.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -37,134.90 -262,208.95 TOTAL 14,701,634.81 441,613,979.32 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 1196 0 0 3 73% 82% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/26/04