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 10/20/03 EST. NO.42 TIME 12:34 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 0030-1 -822.85 E.W. @ F.A.(+) 081503 N 113800 DAO CORRECTING ENTRY 0030-2 1,645.69 081503 N 113800 DAO CORRECTING ENTRY 022 0436 243.61 E.W. @ F.A.(+) 070902 N 4429 0 0437 5,726.60 071503 N 107450 038 0012-1 -1,826.53 E.W. @ F.A.(+) 082901 N 26 230 DAO CORRECTING ENTRY 0012-2 1,878.89 082901 N 26 230 DAO CORRECTING ENTRY 0056 1,341.11 110101 N 2174 0 0057 691.37 110201 N 021750 0058 1,114.88 110501 N 2176 0 0059 1,114.88 110601 N 2177 0 0107 1,306.48 012501 N 0904 0 0108 575.87 102301 N 0905 0 0109 1,343.88 102901 N 1104 0 0110 2,161.60 012601 N 1105 0 0111 161.21 051303 N 9857 0 0124 719.92 082903 N 118850 0125 566.77 082903 N 118860 0126 535.46 082803 N 118870 0129 283.52 080703 N 118900 0130 637.91 080703 N 118910 045 0002 13,628.35 A.C. @ L.S.(+) 021502 N 2600-1 070 0233 9,079.32 E.W. @ F.A.(+) 091803 N 119270 089 0224-1 -827,288.00 E.W. @ F.A.(+) 061202 N 4049 0 DAO CORRECTING ENTRY 0224-2 1,000,223.84 061202 N 4049 0 DAO CORRECTING ENTRY 0652-1 -10,335.60 111202 N 6729 0 DAO CORRECTING ENTRY 0652-2 11,162.45 111202 N 6729 0 DAO CORRECTING ENTRY 0695-5 -3,707.73 101402 N 6411 0 DAO CORRECTING ENTRY 0695-6 3,707.73 101402 N 6411 0 DAO CORRECTING ENTRY 0702-3 -5,112.31 091602 N 6392 0 DAO CORRECTING ENTRY 0702-4 5,183.59 091602 N 6392 0 DAO CORRECTING ENTRY 0702-5 -5,183.59 091602 N 6392 0 DAO CORRECTING ENTRY 0702-6 5,299.08 091602 N 6392 0 DAO CORRECTING ENTRY 0769-1 -4,792.72 111102 N 6886 0 DAO CORRECTING ENTRY 0769-2 4,864.00 111102 N 6886 0 DAO CORRECTING ENTRY 0777 -2,414.62 A.C. @ U.P.(-) 031703 N 107-01 0855 -1,288.60 111402 N 107-02 0856 -2,034.77 111502 N 107-03 0857 -1,871.09 111802 N 107-04 0858 -1,789.25 111902 N 107-05 0859 -1,707.41 112002 N 107-06 0860 -1,707.41 112202 N 107-07 0861 -1,625.57 112302 N 107-08 0862 -1,298.21 112502 N 107-09 0863 -1,707.41 112602 N 107-10 0864 -725.33 112702 N 107-11 0865 -1,954.11 030303 N 107-12 0866 -2,055.81 030403 N 107-13 0867 -1,750.72 030503 N 107-14 0868 -1,750.72 030603 N 107-15 0869 -1,750.72 030703 N 107-16 0870 -3,501.44 031003 N 107-17 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 10/20/03 EST. NO.42 TIME 12:34 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 --------------------------------------------------------------------------- 0871 -2,626.08 031103 N 107-18 0872 -875.36 031303 N 107-19 0873 -1,750.72 031803 N 107-20 0874 -1,750.72 032603 N 107-21 0875 -2,928.63 013003 N 086-01 0876 -3,162.92 013103 N 086-02 0877 -2,577.19 021103 N 086-03 0878 -2,342.90 021203 N 086-04 0879 -2,811.48 021303 N 086-05 0880 -2,108.61 021403 N 086-06 0881 -2,167.19 021803 N 086-07 0882 -2,225.76 021903 N 086-08 0883 -2,577.19 022003 N 086-09 0884 -2,224.14 062703 N 086-10 0885 -1,874.32 062803 N 086-11 0886 -2,460.05 063003 N 086-12 0887 -2,225.76 072103 N 096-01 0888 -1,991.47 072203 N 096-02 0889 -2,460.05 072303 N 096-03 0890 -2,460.05 072403 N 096-04 0891 -2,225.76 072503 N 096-05 0892 -1,991.47 072603 N 096-06 0893 -2,694.34 072803 N 096-07 0894 -2,460.05 072903 N 096-08 0895 -2,694.34 073003 N 096-09 0896 -2,342.90 073103 N 096-10 0897 -2,460.05 080103 N 096-11 0898 -2,460.05 080403 N 096-12 0899 -2,811.48 080503 N 096-13 0900 -2,225.76 080603 N 096-14 0901 -1,991.47 081503 N 096-15 0902 -1,874.32 081603 N 096-16 0903 -2,577.19 081803 N 096-17 0904 -2,342.90 082003 N 096-18 0905 -2,460.05 081903 N 096-19 0906 -2,460.05 082103 N 096-20 0907 -2,342.90 082203 N 096-21 0908 -2,108.61 082303 N 096-22 0909 -2,577.19 082503 N 096-23 0910 -2,460.05 090203 N 096-24 0911 -4,217.22 091003 N 094-01 0912 -2,225.76 082903 N 124-01 0914 -2,460.05 090303 N 096-25 0915 -2,460.05 090403 N 096-26 0916 -1,991.47 090603 N 096-27 0917 -1,874.32 120202 N 126-01 0918 -2,460.05 120302 N 126-02 0919 -2,342.90 120402 N 126-03 0920 -2,225.76 120502 N 126-04 0921 -1,874.32 120602 N 126-05 0922 -2,342.90 011003 N 126-06 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 10/20/03 EST. NO.42 TIME 12:34 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 --------------------------------------------------------------------------- 0923 -2,694.34 011103 N 126-07 0924 -2,577.19 011203 N 126-08 0925 -2,460.05 011303 N 126-09 0926 -3,045.77 011403 N 126-10 0927 -2,342.90 011503 N 126-11 0928 -1,171.45 011603 N 126-12 0929 -1,874.32 011703 N 126-13 0930 -2,225.76 090503 N 096-28 0931 -2,577.19 090903 N 124-03 0932 -2,577.19 091103 N 124-04 0933 -2,225.76 091203 N 124-05 0934 -2,225.76 091503 N 124-06 0935 -2,225.76 091603 N 124-07 0936 -2,108.61 091703 N 124-08 0937 -2,225.76 091803 N 124-09 0938 -2,225.76 091903 N 124-10 0939 -2,225.76 092203 N 124-11 0940 -2,225.76 092303 N 124-12 0941 -2,108.61 092403 N 124-13 0942 -2,577.19 042903 N 169-01 0943 -2,342.90 052203 N 169-02 0944 -2,342.90 052403 N 169-03 0945 -1,874.32 060903 N 169-04 0946 -1,991.47 100403 N 094-02 0947 -2,225.76 092503 N 124-14 0959 -2,225.76 092603 N 124-15 0960 -2,225.76 092903 N 124-16 0961 -2,108.61 093003 N 124-17 0962 -2,108.61 100103 N 124-18 0963 -2,108.61 100203 N 124-19 0964 -2,108.61 100303 N 124-20 0965 -2,577.19 040103 N 109-01 0966 -2,225.76 100603 N 124-21 0967 -2,694.34 100703 N 124-22 0968 -2,225.76 100803 N 124-23 0969 -2,342.90 100903 N 124-24 0970 -2,342.90 042203 N 109-02 0971 -2,108.61 042303 N 109-03 0972 -1,171.45 042403 N 109-04 0973 -1,874.32 042503 N 109-05 0974 -2,577.19 050703 N 109-06 0975 3,833.64 E.W. @ F.A.(+) 101402 N 6411R0 0976 -1,874.32 A.C. @ U.P.(-) 050803 N 109-07 0977 -2,577.19 050903 N 109-08 0978 -2,108.61 051203 N 109-09 0979 -2,108.61 051303 N 109-10 0980 -1,874.32 051403 N 109-11 0981 -2,577.19 051503 N 109-12 0982 -2,342.90 051603 N 109-13 0983 -2,577.19 051903 N 109-14 0984 -2,342.90 052003 N 109-15 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 10/20/03 EST. NO.42 TIME 12:34 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 --------------------------------------------------------------------------- 0985 -1,874.32 052103 N 109-16 0986 -2,577.19 052703 N 109-17 0987 -1,874.32 052803 N 109-18 099 0245 2,742.91 E.W. @ F.A.(+) 042402 N 124100 0246 1,353.62 050302 N 124110 0247 1,719.81 050802 N 124120 0248 3,993.75 051702 N 124130 0249 1,975.93 060702 N 124140 0250 806.20 061402 N 124150 0251 2,396.16 091702 N 124160 0252 1,821.84 091802 N 124170 0253 2,951.30 091902 N 124180 0254 3,067.88 092402 N 124190 0255 1,026.77 092602 N 124200 0256 1,696.13 092702 N 124210 0257 1,314.45 093002 N 124220 0258 3,197.98 100102 N 124230 0259 1,941.18 100802 N 124240 0260 2,044.31 101102 N 124250 124 0003-1 -1,124.18 E.W. @ F.A.(+) 092801 N 7C06 0 DAO CORRECTING ENTRY 0003-2 1,598.86 092801 N 7C06 0 DAO CORRECTING ENTRY 132 0147 9,772.50 E.W. @ F.A.(+) 021502 N 6114 0 0150 7,534.15 022802 N 6117 0 0342 144.15 022802 N 6117S0 153 0043 437.51 E.W. @ F.A.(+) 020402 N 2480 0 0447 31.77 082102 N 7713 0 0522 26.42 010603 N 7813 0 0530 41.85 021003 N 8245 0 0533 16.39 011303 N 8019 0 0600 5,519.05 091203 N 116350 0601 107.11 082003 N 123830 0602 28.82 090503 N 123790 0603 41.27 072103 N 123800 0604 59.55 082803 N 123810 0605 49.64 082703 N 123820 0606 24.82 072303 N 109410 0607 39.53 042803 N 107760 0608 34.24 050503 N 107770 0609 101.90 062303 N 107810 0610 32.31 062003 N 107800 0611 23.10 062603 N 107840 0612 81.61 063003 N 107850 0613 24.82 070703 N 107890 0614 24.82 070703 N 108860 0615 32.65 070303 N 107880 0616 67.00 070103 N 107860 0617 32.65 072103 N 109400 0618 69.95 070803 N 107900 0619 33.83 080703 N 113000 0620 33.83 080603 N 112990 0621 33.83 073103 N 112980 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 10/20/03 EST. NO.42 TIME 12:34 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 --------------------------------------------------------------------------- 0622 66.20 081303 N 114640 0623 33.05 081803 N 114660 0624 35.90 082103 N 114670 0625 24.10 050603 N 115680 0626 35.90 081103 N 114630 0627 276.03 062503 N 107820 0628 65.48 071503 N 108870 0629 56.41 061603 N 107780 0630 60.72 080103 N 111720 0631 163.26 071603 N 108880 0632 84.07 070903 N 107910 0633 159.80 081403 N 114650 0634 99.01 061903 N 107790 0635 130.61 072403 N 109420 0636 104.12 073003 N 111700 0637 262.34 073103 N 111710 154 0395 4,268.05 E.W. @ F.A.(+) 090603 N 124080 0396 10,294.52 090803 N 124010 0397 339.10 090803 N 124012 0400 1,547.82 081903 N 124030 0401 16.79 081903 N 124032 0402 1,874.83 082003 N 124040 0404 779.13 082203 N 124050 0405 10.56 082203 N 124052 0406 1,331.22 090303 N 124060 0407 35.01 090303 N 124062 0408 6,331.79 090803 N 124070 0409 257.60 090803 N 124072 164 0053-1 -312.26 E.W. @ F.A.(+) 052203 N 9675 0 DAO CORRECTING ENTRY 0053-2 313.57 052203 N 9675 0 DAO CORRECTING ENTRY 0062 235.29 060903 N 9726 0 0075 834.32 050903 N 9458R0 185 0016-1 -470.07 E.W. @ F.A.(+) 022703 N 9559 0 DAO CORRECTING ENTRY 0016-2 682.32 022703 N 9559 0 DAO CORRECTING ENTRY 0017-1 -366.00 022603 N 9558 0 DAO CORRECTING ENTRY 0017-2 456.97 022603 N 9558 0 DAO CORRECTING ENTRY 0017-3 -456.97 022603 N 9558 0 DAO CORRECTING ENTRY 0017-4 513.59 022603 N 9558 0 DAO CORRECTING ENTRY 208 0278 191.12 E.W. @ F.A.(+) 073002 N 7902 0 0721 7,345.79 102202 N 112840 0724 684.60 022503 N 112870 0755 161.50 073002 N 7902S0 0760 4,661.55 020602 N 123850 0762 2,344.66 081203 N 123940 0765 6,106.23 062503 N 123930 0767 201.76 062503 N 123932 0768 1,846.80 070203 N 123920 0769 62.35 070203 N 123922 0774 3,444.06 020102 N 123890 0776 5,012.61 020202 N 123880 0777 460.66 040403 N 123882 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 10/20/03 EST. NO.42 TIME 12:34 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 --------------------------------------------------------------------------- 0780 74.32 102202 N 112842 0781 230.55 020602 N 123852 217 0002 22,743.35 E.W. @ U.P (+) 121802 N 7037 0 0010-1 -6,712.60 E.W. @ F.A.(+) 120902 N 8399 0 DAO CORRECTING ENTRY 0010-2 6,962.57 120902 N 8399 0 DAO CORRECTING ENTRY 0012-1 -1,006.19 121602 N 8475 0 DAO CORRECTING ENTRY 0012-2 1,046.11 121602 N 8475 0 DAO CORRECTING ENTRY 0013-1 -6,451.55 121602 N 8476 0 DAO CORRECTING ENTRY 0013-2 6,708.07 121602 N 8476 0 DAO CORRECTING ENTRY 0015-1 -5,737.19 121802 N 8479 0 DAO CORRECTING ENTRY 0015-2 6,063.93 121802 N 8479 0 DAO CORRECTING ENTRY 0017-1 -4,153.69 122002 N 8482 0 DAO CORRECTING ENTRY 0017-2 4,410.21 122002 N 8482 0 DAO CORRECTING ENTRY 0020-1 -5,615.30 122102 N 8483 0 DAO CORRECTING ENTRY 0020-2 5,895.22 122102 N 8483 0 DAO CORRECTING ENTRY 0021-1 -6,001.10 122302 N 8485 0 DAO CORRECTING ENTRY 0021-2 6,339.54 122302 N 8485 0 DAO CORRECTING ENTRY 0022-1 -5,737.19 122402 N 8486 0 DAO CORRECTING ENTRY 0022-2 6,063.93 122402 N 8486 0 DAO CORRECTING ENTRY 0023-1 -5,635.41 122502 N 8487 0 DAO CORRECTING ENTRY 0023-2 5,962.15 122502 N 8487 0 DAO CORRECTING ENTRY 0024-1 -6,792.85 122602 N 8488 0 DAO CORRECTING ENTRY 0024-2 7,166.41 122602 N 8488 0 DAO CORRECTING ENTRY 0026-1 -5,861.89 122802 N 8490 0 DAO CORRECTING ENTRY 0026-2 6,165.23 122802 N 8490 0 DAO CORRECTING ENTRY 0027-1 -6,118.73 122902 N 8491 0 DAO CORRECTING ENTRY 0027-2 6,433.76 122902 N 8491 0 DAO CORRECTING ENTRY 0028-1 -6,585.86 123002 N 8492 0 DAO CORRECTING ENTRY 0028-2 6,947.70 123002 N 8492 0 DAO CORRECTING ENTRY 0044 42,385.00 E.W. @ U.P (+) 123102 N 9848-2 221 0029-2 1,667.34 E.W. @ F.A.(+) 080502 N 5073 0 DAO CORRECTING ENTRY 235 0190 1,898.54 E.W. @ F.A.(+) 101002 N 124260 0191 915.81 052703 N 124270 0192 770.27 052803 N 124280 0193 2,088.86 052803 N 124290 0194 1,543.34 052803 N 124300 0195 1,668.33 061903 N 124310 0196 333.10 060603 N 124320 261 0053 3,509.75 E.W. @ F.A.(+) 031303 N 111790 0054 89,064.00 022103 N 8417 0 0055 7,195.69 A.C. @ L.S.(+) 040303 N 8516-2 267 0011 444,483.00 E.W. @ L.S.(+) 101503 N 931534 303 0056 322.41 E.W. @ F.A.(+) 080803 N 114950 0057 310.02 080803 N 114960 0058 1,131.48 080803 N 115080 0059 471.42 081103 N 115090 0060 762.29 081203 N 115100 0061 680.14 081203 N 005110 0062 322.41 081203 N 115130 0063 421.12 081203 N 115150 0064 573.01 081303 N 115160 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 10/20/03 EST. NO.42 TIME 12:34 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 --------------------------------------------------------------------------- 0065 336.52 081303 N 115180 312 0005 500,000.00 A.C. @ L.S.(+) 091503 N 101030 314 0008 721.42 E.W. @ F.A.(+) 061703 N 102940 0013 3,215.03 091203 N 116290 339 0001 208,000.00 E.W. @ L.S.(+) 101703 N 339-01 0002 340,970.00 101703 N 339-02 340 0001 352.94 E.W. @ F.A.(+) 072803 N 113460 357 0001 26,900.00 A.C. @ L.S.(+) 101603 N 357-01 1,782,499.71 TOTAL THIS ESTIMATE 41,013,226.70 TOTAL PREVIOUS ESTIMATE 42,795,726.41 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 10/20/03 EST. NO.42 TIME 12:34 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 10/20/03 EST. NO.42 TIME 12:34 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 -30,439.58 -187,596.64 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 10/20/03 EST. NO.42 TIME 12:34 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PAYROLL SUBCNTR-JAN 10,000.00 07 PAYROLL (PROTEST) -10,000.00 08 PAYROLL PROTEST 10,000.00 12 SWPPP VIOLATION -900,000.00 30 WESTAR PAYROLL -10,000.00 30 SWPPP VIOLATION 900,000.00 31 WESTAR PAYROLL - DEC -10,000.00 31 WESTAR PAYROLL DEC -10,000.00 32 WESTAR PAYROLL JAN -10,000.00 33 PAYROLL WESTAR FEB3 -10,000.00 34 WESTAR PAYROLL OCT02 10,000.00 35 WESTAR PAYROLL NOV02 10,000.00 35 WESTAR PAYROLL DEC 10,000.00 35 WESTAR PAYROLL JAN03 10,000.00 35 WESTAR PAYROLL FEB03 10,000.00 35 CERTIFIED PAYROLLS -10,000.00 42 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -40,439.58 -197,596.64 PROGRAM CAS145 PAGE 1 DATE 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 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 30.000 1,350,000.00 1,104.000 49,680,000.00 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 0.700 35,700.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 600.000 3,000.00 4,249.000 21,245.00 05 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 1.000 9,500.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 373.000 1,678.50 760.800 3,423.60 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.755 28,992.00 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.872 770,848.00 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 0.747 186,750.00 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 0.815 653,630.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 771.000 6,939.00 4,737.100 42,633.90 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.032 11,168.00 0.850 296,650.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.762 2,692,908.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 87,556.000 218,890.00 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 10,679.000 42,716.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 S) 21 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 2,460.000 81,180.00 95,420.000 3,148,860.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 557.000 2,088.75 88,857.000 333,213.75 PROGRAM CAS145 PAGE 2 DATE 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 703.2500 171,593.00 56.000 39,382.00 1,130.000 794,672.50 24 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 2.000 29,174.00 CUSHION/END TREATMENT 25 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 26 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 27 REMOVE STEEL PIPES LF 52.0000 10,400.00 217.000 11,284.00 28 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 25.000 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 0.000 0.00 S) 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 41 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 S) 42 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 5.100 459.00 43 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 46 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 47 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 S) 48 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 49 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 S) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 1,383.000 968.10 S) 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 S) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 S) 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 S) (BROKEN 17-7) 55 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 S) 56 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 S) 57 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 58 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.004 3,200.00 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 0.024 16,800.00 0.024 16,800.00 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 0.011 7,700.00 0.103 72,100.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.004 2,800.00 0.127 88,900.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.961 672,700.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.025 50,000.00 0.290 580,000.00 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 541,450.00 531.000 45,135.00 3,540.620 300,952.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.021 38,867.49 0.532 984,643.16 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.051 30,628.20 1.000 600,553.00 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.516 2,859,121.94 (SUBSTRUCTURE) 71 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 72 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 34,999.880 1,452,495.02 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 1,679.350 278,772.10 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 2,749.820 310,729.66 F) (SUBSTRUCTURE) 75 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 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 10,121.900 475,729.30 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 116.000 296,844.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 0.000 0.00 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 0.000 0.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 107.900 906,360.00 1,327.520 11,151,168.00 S) PILING (SUBSTRUCTURE) 87 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 88 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 S) PILE (SUBSTRUCTURE) 89 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 1,049.000 1,800,084.00 CONCRETE PILING (SUBSTRUCTURE) 90 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 S) PILE (SUBSTRUCTURE) 91 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 572.000 1,503,216.00 CONCRETE PILING (SUBSTRUCTURE) 92 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 4.000 576,508.00 S) PILE (SUBSTRUCTURE) 93 MICROPILE EA 102,200.0000 49,158,200.00 24.600 2,514,120.00 434.600 44,416,120.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.022 86,967.63 0.578 2,284,876.77 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 363.000 168,069.00 3,172.000 1,468,636.00 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 1,359.500 1,732,003.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 12,226.920 189,517.26 (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 0.000 0.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 0.000 0.00 S) (SUBSTRUCTURE) 04 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 05 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 S) (TYPE A) (SUBSTRUCTURE) 06 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 07 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 S) (TYPE C) (SUBSTRUCTURE) 08 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 18.000 6,840,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 16.400 7,308,791.20 S) (TYPE A) (SUBSTRUCTURE) 10 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 11 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 3.470 769,822.97 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 1.000 400,000.00 3.000 1,200,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 1.180 388,210.56 2.890 950,786.88 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 2,568.500 59,075.50 116,352.030 2,676,096.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 2,044.580 47,025.34 8,571.080 197,134.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 156.000 63,960.00 5,932.200 2,432,202.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 11,020.840 228,682.43 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 0.000 0.00 S) (SUBSTRUCTURE) 23 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 75,000.000 67,500.00 675,000.000 607,500.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 119,640.000 155,532.00 763,356.000 992,362.80 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 282,496.000 367,244.80 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 33.000 1,310,100.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 1,011,139.050 1,456,040.23 4,331,578.550 6,237,473.11 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 83,698.050 34,316.20 3,195,323.150 1,310,082.49 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 1,100.000 13,200.00 12,068.000 144,816.00 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 0.009 15,840.00 0.009 15,840.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 874.500 60,340.50 10,494.500 724,120.50 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.052 5,200.00 0.657 65,700.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 15,138.500 69,788.49 37,559.000 173,146.99 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 25,399.500 101,598.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.300 94,960.80 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.250 30,284.25 (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 0.012 19,823.69 0.137 226,320.44 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.681 147,678.26 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 26.375 2,505.63 26.375 2,505.63 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.000 0.00 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.500 94,217.50 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.000 0.00 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.017 27,462.99 0.541 873,969.27 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.608 86,689.25 (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 66.000 51,282.00 1,353.000 1,051,281.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 857.600 747,827.20 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,050.000 114,450.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 571.400 597,684.40 3,899.090 4,078,448.14 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 12.400 280,289.60 212.150 4,795,438.60 S) (SUPERSTRUCTURE) 54 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 S) (SUPERSTRUCTURE) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 0.015 7,489.64 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 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 SEAL COURSE CONCRETE CY 727.0000 266,082.00 12.000 8,724.00 379.000 275,533.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 2,030.000 692,230.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 317.000 97,002.00 1,097.970 335,978.82 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 16,458.590 263,337.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 556.000 15,568.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 0.000 0.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 955.000 71,625.00 955.000 71,625.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 208.000 1,622,400.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 3.000 70,500.00 6.000 141,000.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 0.000 0.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 1.000 12,913.00 1.000 12,913.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 7.400 72,971.40 185.200 1,826,257.20 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 3.000 17,259.00 6.000 34,518.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 636.000 11,448.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 0.000 0.00 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 157.000 5,102.50 157.000 5,102.50 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 7,360.000 242,880.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 598.000 27,508.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 246.590 11,836.32 S) (SUPERSTRUCTURE) 77 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 0.000 0.00 S) (SUPERSTRUCTURE) 78 JOINT SEAL (MR 1/2") LF 14.0000 2,380.00 0.000 0.00 S) (SUPERSTRUCTURE) 79 JOINT SEAL (TYPE B-MR 2") LF 107.0000 18,190.00 0.000 0.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 0.000 0.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 0.000 0.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 0.000 0.00 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 84,535.600 76,082.04 1,051,313.270 946,181.94 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 4,542,200.00 145,281.000 188,865.30 953,224.850 1,239,192.31 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 19,670.180 84,778.48 52,951.960 228,222.95 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 128,694.700 271,545.82 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 215,108.800 305,454.50 4,815,357.200 6,837,807.22 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 182,498.800 324,847.86 4,770,347.200 8,491,218.02 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 2,472.000 44,594.88 106,693.000 1,924,741.72 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 36,414.00 276.000 469.20 16,126.000 27,414.20 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 276.000 2,127.96 16,126.000 124,331.46 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 2.000 29,200.00 66.000 963,600.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 0.000 0.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.000 0.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 0.000 0.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.031 58,900.00 0.622 1,181,800.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 5,846.350 362,473.70 177,614.480 11,012,097.76 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.020 2,000.00 0.628 62,800.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 296,875.100 777,812.76 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 0.000 0.00 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 11,205.300 18,600.80 29,205.300 48,480.80 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 4,269.700 1,319,337.30 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,201.000 432,360.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 10/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:34 PM ESTIMATE NO. 42 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 10/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 10/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,230,225.72 267,701,669.09 ADJUSTMENT OF COMPENSATION 278,720.85 16,927,020.45 EXTRA WORK 1,503,778.86 25,868,705.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,012,725.43 310,497,395.50 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 13,012,725.43 354,984,713.50 MATERIALS ON HAND ON SITE 41,614,457.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -40,439.58 -197,596.64 TOTAL 12,972,285.85 396,401,573.86 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 1104 0 0 3 65% 76% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/20/03