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 12/23/03 EST. NO.44 TIME 04:14 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 --------------------------------------------------------------------------- 022 0418 8,829.00 E.W. @ U.P (+) 041603 N 9744 0 0494-1 -181,214.53 081503 N 114840 DAO CORRECTING ENTRY 0495-1 -26,045.55 081503 N 114870 DAO CORRECTING ENTRY 038 0135 728.73 E.W. @ F.A.(+) 102303 N 132250 0136 252.64 090603 N 122370 0137 4,354.99 110703 N 132260 0138 379.54 102203 N 132180 0139 525.80 102703 N 132190 0140 458.98 091803 N 130200 0141 847.16 091103 N 130210 0142 384.63 090203 N 130220 0143 323.87 090403 N 130230 0144 954.24 090203 N 130240 073 0106 20.39 E.W. @ F.A.(+) 071902 N 6178 0 077 0093 2,479.63 E.W. @ F.A.(+) 072503 N 132060 0094 1,139.20 081203 N 132070 089 0256-1 -1,934.59 E.W. @ F.A.(+) 121401 N 3975 0 DAO CORRECTING ENTRY 0256-2 3,079.13 121401 N 3975 0 DAO CORRECTING ENTRY 0591-1 -2,539.22 082301 N 5740-1 DAO CORRECTING ENTRY 0591-2 2,599.20 082301 N 5740-1 DAO CORRECTING ENTRY 0640 5,734.31 111102 N 6723 0 0642-1 -5,652.49 111102 N 6720 0 DAO CORRECTING ENTRY 0642-2 5,652.49 111102 N 6720 0 DAO CORRECTING ENTRY 0682 866.59 112202 N 6877 0 0700-3 -3,652.44 100702 N 6407 0 DAO CORRECTING ENTRY 0700-4 3,772.93 100702 N 6407 0 DAO CORRECTING ENTRY 0733-1 -5,088.41 112102 N 6874 0 DAO CORRECTING ENTRY 0733-2 5,322.54 112102 N 6874 0 DAO CORRECTING ENTRY 0742 794.20 121102 N 6987 0 0743-1 -1,061.97 121102 N 6989 0 DAO CORRECTING ENTRY 0743-2 1,109.49 121102 N 6989 0 DAO CORRECTING ENTRY 0749 496.56 120902 N 6977 0 0750-1 -2,032.38 010302 N 5833 0 DAO CORRECTING ENTRY 0750-2 2,086.10 010302 N 5833 0 DAO CORRECTING ENTRY 0766 470.25 010603 N 7310 0 1022 519.99 111102 N 6721 0 098 0001-1 -466.26 E.W. @ F.A.(+) 081301 N 6201 0 DAO CORRECTING ENTRY 0001-2 473.39 081301 N 6201 0 DAO CORRECTING ENTRY 0002-1 -971.46 080601 N 6202 0 DAO CORRECTING ENTRY 0002-2 982.17 080601 N 6202 0 DAO CORRECTING ENTRY 127 0002 1,954.00 A.C. @ L.S.(+) 111403 N 133620 132 0372 180.79 E.W. @ F.A.(+) 100501 N 0634 0 139 0002 701.10 A.C. @ L.S.(+) 121700 N 139-01 150 0014-5 -1,575.91 E.W. @ F.A.(+) 112601 N 2020 0 DAO CORRECTING ENTRY 0014-6 1,711.57 112601 N 2020 0 DAO CORRECTING ENTRY 153 0578-1 -24.10 E.W. @ F.A.(+) 042103 N 100780 DAO CORRECTING ENTRY 0578-2 60.71 042103 N 100780 DAO CORRECTING ENTRY 0582 33.55 050203 N 100820 154 0242 28.94 E.W. @ F.A.(+) 031902 N 4000S0 0269-2 2,565.05 020603 N 8259 0 DAO CORRECTING ENTRY 0399 81.00 090803 N 124022 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 12/23/03 EST. NO.44 TIME 04:14 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 --------------------------------------------------------------------------- 164 0076 43.49 E.W. @ F.A.(+) 090803 N 132210 0077 57.99 090403 N 132200 0078 302.58 081903 N 132220 185 0024 395.01 E.W. @ F.A.(+) 100603 N 130370 0025 434.93 100803 N 130400 0026 419.21 100903 N 130410 0027 499.56 100303 N 130440 205 0027 1,674.00 E.W. @ U.P (+) 100603 N 124570 208 0784 5,641.46 E.W. @ F.A.(+) 050503 N 130630 0785 419.27 050503 N 130632 0788 8,374.21 050903 N 130650 0789 541.27 050903 N 130652 0796 7,481.73 051203 N 130690 0802 2,784.63 092503 N 130730 0803 3,606.64 093003 N 130740 0804 225.55 093003 N 130742 0805 1,326.82 100603 N 130750 0806 50.12 100603 N 130752 0807 6,222.45 100903 N 130760 0808 181.08 100903 N 130762 0809 8,070.45 101803 N 130770 0810 15,905.12 102303 N 130780 0811 122.87 102303 N 130782 0812 5,302.64 092503 N 130790 0813 97.59 092503 N 130792 217 0038-1 -59,339.00 E.W. @ U.P (+) 123102 N 9848 0 DAO CORRECTING ENTRY 0038-2 67,982.74 123102 N 9848 0 DAO CORRECTING ENTRY 0044-1 -42,385.00 123102 N 9848-2 DAO CORRECTING ENTRY 0044-2 43,421.55 123102 N 9848-2 DAO CORRECTING ENTRY 221 0068 630.34 E.W. @ F.A.(+) 052802 N 3878 0 0069 292.58 052802 N 038250 228 0004 22,377.46 A.C. @ L.S.(+) 111903 N 228-03 230 0417 2,864,753.14 A.C. @ F.A.(+) 121803 N 230-01 235 0145 196.86 E.W. @ F.A.(+) 032803 N 9129 0 0197 1,686.51 062303 N 131940 0198 681.40 052903 N 131950 0199 424.83 052903 N 131960 0200 1,787.35 081303 N 131970 0201 697.00 072903 N 132050 0202 677.78 070203 N 131980 0203 562.94 070303 N 131990 0204 2,088.17 072303 N 132000 0205 1,239.79 070103 N 132010 0206 2,452.19 062503 N 132020 0207 319.81 062303 N 132030 0208 2,227.92 062303 N 132040 236 0001 4,004.00 A.C. @ L.S.(+) 070303 N 109590 289 0001 980,000.00 A.C. @ L.S.(+) 121803 N 289-01 303 0032 634.65 E.W. @ F.A.(+) 072903 N 109740 0037 656.56 080103 N 112460 0039 695.68 080503 N 112490 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 12/23/03 EST. NO.44 TIME 04:14 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 --------------------------------------------------------------------------- 0048 650.14 080603 N 112640 0067 752.89 081403 N 115190 0068 842.24 081403 N 115200 0069 417.90 081403 N 115210 0070 238.08 081503 N 115240 0071 185.18 081503 N 115250 0072 355.89 081903 N 115030 0073 139.30 082003 N 115040 0074 294.18 081803 N 115010 0075 350.24 082003 N 115050 0076 383.99 081803 N 115020 0080 113.86 082903 N 115070 0085 636.20 071503 N 108640 0086 905.01 071603 N 108650 0087 1,879.40 071703 N 108660 0088 1,926.16 071803 N 108670 0089 2,649.83 072103 N 109460 0090 2,195.51 072203 N 109470 0091 2,924.31 072303 N 109480 0092 2,756.02 072403 N 109490 0093 1,201.60 072503 N 109500 0094 3,112.83 072803 N 111750 0095 3,591.91 072903 N 111760 0096 2,275.94 073003 N 111770 0097 2,726.77 080603 N 113050 0098 1,739.30 080703 N 113060 0099 2,637.41 081103 N 114690 0100 1,314.94 081203 N 114700 0101 1,452.34 081303 N 114710 0102 1,085.07 082103 N 114760 0104 1,389.40 081803 N 114740 0105 2,415.39 081503 N 114730 0106 1,875.74 081403 N 114720 310 0002 1,412.64 E.W. @ F.A.(+) 032503 N 113270 0003 1,208.67 032503 N 112372 0004 537.78 040803 N 113280 0005 60.34 040803 N 113282 0006 1,831.27 042203 N 113260 0007 32.49 042203 N 113263 0008 35.61 042203 N 113262 0009 231.64 032503 N 113273 312 0007 500,000.00 A.C. @ L.S.(+) 121503 N 101060 314 0003-1 -922.29 E.W. @ F.A.(+) 051303 N 9455 0 DAO CORRECTING ENTRY 0003-2 5,287.76 051303 N 9455 0 DAO CORRECTING ENTRY 0006-1 -563.92 061103 N 9846 0 DAO CORRECTING ENTRY 0006-2 3,683.47 061103 N 9846 0 DAO CORRECTING ENTRY 322 0012 1,265.51 E.W. @ F.A.(+) 043003 N 112162 0012-1 -1,265.51 043003 N 112162 DAO CORRECTING ENTRY 0012-2 424.14 043003 N 112162 DAO CORRECTING ENTRY 0013 339.52 043003 N 112163 0013-1 -339.52 043003 N 112163 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 12/23/03 EST. NO.44 TIME 04:14 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 --------------------------------------------------------------------------- 0014 2.57 043003 N 112164 0014-1 -2.57 043003 N 112164 DAO CORRECTING ENTRY 0016 4,395.04 090903 N 116010 0017 4,395.04 090803 N 116100 0018 1,378.19 072503 N 112240 0019 801.08 072403 N 112230 0020 646.52 061703 N 112180 0022 971.70 061803 N 112190 0033 3,976.07 071703 N 112270 0034 183.42 071703 N 112273 0035 6,207.95 062403 N 112220 0036 46.44 062403 N 112223 0037 1,366.05 071603 N 112260 0038 1,629.10 071603 N 112263 0039 1,819.59 100103 N 123310 0042 1,476.58 093003 N 124980 0043 1,619.57 100103 N 125440 0051 3,141.52 092503 N 124810 0054 2,290.12 072303 N 112150 0055 2,550.53 092403 N 123520 0076 1,778.37 100103 N 125410 0077 2,155.30 093003 N 125210 0078 11,933.59 092803 N 124880 0079 8,676.06 092703 N 124870 0080 2,006.31 100803 N 124860 0084 5,819.70 072203 N 112140 0085 1,188.26 072203 N 112143 0090 1,313.73 092903 N 124720 0102 1,819.59 100803 N 124660 0103 2,583.35 092503 N 125720 0106 796.40 092503 N 124750 0107 4,898.81 092503 N 124760 0108 2,768.44 092603 N 124770 0109 2,052.75 092603 N 124780 0115 18,994.12 101303 N 125780 0119 11,283.67 091303 N 116550 0120 581.95 071003 N 112090 0121 10,627.44 091603 N 118920 0131 23,983.71 101103 N 126950 0132 1,659.15 101303 N 126960 0133 3,442.31 101003 N 127000 0135 4,237.56 100803 N 127020 0136 3,819.25 100903 N 126940 0137 3,080.24 100303 N 126730 0138 1,434.85 100203 N 126910 0139 2,758.43 100403 N 129670 0140 1,958.41 092903 N 126530 0141 9,913.35 100503 N 126880 0142 1,632.36 100203 N 126920 0143 1,303.07 100303 N 126930 0144 1,656.39 100803 N 126990 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 12/23/03 EST. NO.44 TIME 04:14 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 --------------------------------------------------------------------------- 0145 1,671.65 100903 N 127030 0146 1,681.86 100703 N 127050 0147 2,917.15 091203 N 129350 0148 4,758.02 091503 N 129360 0149 1,310.41 090303 N 129340 0150 20,172.18 102703 N 129330 0152 1,271.78 091103 N 129102 0153 30.72 091103 N 129103 0155 1,296.52 091203 N 129112 0156 5.65 091103 N 129113 0158 1,271.78 091503 N 129122 0159 30.72 091503 N 129123 0161 1,266.86 091503 N 129132 0162 30.72 091603 N 129133 0164 1,271.78 091703 N 129142 0165 30.72 091703 N 129143 0167 1,263.17 091803 N 129152 0168 30.72 091803 N 129153 0170 1,237.59 091903 N 129162 0173 1,271.78 092203 N 129172 0174 30.72 092203 N 129173 0176 1,271.78 092303 N 129182 0177 30.72 092303 N 129183 0179 1,271.78 092403 N 129192 0180 30.72 092403 N 129193 0182 1,260.34 092503 N 129202 0183 5.65 092503 N 129203 0185 1,260.34 092603 N 129212 0186 5.65 092603 N 129213 0187 1,223.11 092903 N 129220 0190 1,223.11 093003 N 129232 0192 1,223.11 100103 N 129242 0194 1,223.11 100203 N 129252 0196 1,223.11 100303 N 129262 0198 1,222.77 100603 N 129272 0200 1,222.77 100703 N 129282 0202 1,223.11 100803 N 129292 0204 1,208.34 101003 N 129312 0205 5,068.23 091503 N 129320 0207 1,220.65 100903 N 129302 0208 754.41 091503 N 129323 0209 99.05 091503 N 129324 0234 4,395.04 091103 N 116310 0235 4,395.04 091203 N 116320 0236 22,228.02 091903 N 122390 0251 37,398.21 092603 N 122400 0252 1,819.59 092903 N 123290 0253 1,542.02 092403 N 123960 0254 1,819.59 092703 N 123970 0255 1,819.59 092803 N 123980 0258 1,763.57 090203 N 122450 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 12/23/03 EST. NO.44 TIME 04:14 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 --------------------------------------------------------------------------- 0259 1,053.39 090503 N 122460 0260 1,057.41 090603 N 122470 0261 364.16 090403 N 122480 0262 1,819.59 100203 N 123320 0263 1,819.59 092503 N 122410 0264 6,563.34 080403 N 122490 0265 1,669.31 092703 N 125030 0267 7,319.38 100203 N 125050 0270 6,578.61 072803 N 122500 0274 4,334.39 072903 N 122510 0277 782.19 072903 N 122513 0278 5,163.37 082903 N 122530 0279 1,802.33 070903 N 122520 0280 3,070.71 100103 N 122610 0281 28,119.51 101003 N 126389 0282 235.97 092103 N 126890 0283 1,630.92 102303 N 129080 0284 1,328.98 090303 N 122620 0291 57.44 090303 N 122623 0292 1,166.64 082803 N 122540 0298 2,011.85 090603 N 122630 0301 161.84 090203 N 122660 0304 1,310.41 090303 N 122650 0308 1,203.88 080503 N 122550 0309 20,983.43 090203 N 122640 0339 15,137.93 101003 N 130980 0340 1,356.01 101303 N 130990 0341 2,437.79 090803 N 131150 0342 2,582.19 091103 N 131160 0345 4,660.17 091103 N 131170 0348 1,295.21 091203 N 131182 0349 274.29 091203 N 131183 0350 350.91 082503 N 131190 0351 2,112.97 082503 N 131200 0352 5,537.20 090803 N 131210 0353 3,099.45 090903 N 131220 0354 2,146.51 091003 N 131230 0355 31.01 062403 N 112222 0356 643.07 091103 N 131240 0357 708.16 092203 N 131250 0358 1,020.74 092903 N 131010 0359 148.90 092903 N 131013 0360 1,434.85 092703 N 124530 0361 2,960.65 100303 N 131020 0362 1,048.42 100603 N 131030 0363 1,619.86 071003 N 131040 0364 7,927.89 080103 N 131050 0365 1,469.23 080103 N 131053 0366 182.04 080103 N 131052 0370 217.00 080503 N 122553 0372 46.07 080503 N 122552 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 12/23/03 EST. NO.44 TIME 04:14 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 --------------------------------------------------------------------------- 0386 280.95 091303 N 134390 0389 154.44 082803 N 122543 0394 217.24 072903 N 122512 0395 779.83 082903 N 122533 0396 204.80 082903 N 122532 0397 31.67 082803 N 122542 0398 184.41 071703 N 112272 0399 90.13 072303 N 112152 0400 22.87 090303 N 122622 0401 39.07 092903 N 131012 0402 401.03 091103 N 131172 0403 3,623.31 091203 N 131180 0404 1,328.87 043003 N 112169 339 0004 308,936.37 E.W. @ L.S.(+) 121703 N 339-30 340 0002 971.59 E.W. @ F.A.(+) 090303 N 130250 0003 485.79 090403 N 130260 0004 161.92 090503 N 130270 356 0001 302,950.49 A.C. @ L.S.(+) 121803 N 356-01 372 0001 67,114.61 A.C. @ L.S.(+) 100103 N 123270 5,544,711.04 TOTAL THIS ESTIMATE 45,514,410.10 TOTAL PREVIOUS ESTIMATE 51,059,121.14 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 12/23/03 EST. NO.44 TIME 04:14 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 12/23/03 EST. NO.44 TIME 04:14 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 12/23/03 EST. NO.44 TIME 04:14 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- -12,493.82 -225,074.05 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 -12,493.82 -225,074.05 PROGRAM CAS145 PAGE 1 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 30.000 1,350,000.00 1,165.000 52,425,000.00 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 0.740 37,740.00 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 1.500 14,250.00 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 15,750.00 894.500 4,025.25 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.776 29,798.40 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.903 798,252.00 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 0.779 194,750.00 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 0.839 672,878.00 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 0.876 305,724.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.804 2,841,336.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 835.000 2,087.50 88,391.000 220,977.50 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 19,000.00 258.000 1,032.00 10,937.000 43,748.00 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 4,953,960.00 320.000 10,560.00 100,100.000 3,303,300.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 403.000 1,511.25 93,541.000 350,778.75 PROGRAM CAS145 PAGE 2 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.000 23,910.50 1,240.000 872,030.00 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 95.000 8,550.00 100.100 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 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.233 186,400.00 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 0.063 44,100.00 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 0.354 247,800.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.172 120,400.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.963 674,100.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.059 118,000.00 0.371 742,000.00 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 66.000 5,610.00 3,676.620 312,512.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.024 44,419.99 0.665 1,230,803.95 (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 0.068 376,783.51 0.689 3,817,703.53 (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 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,397.820 11,741,688.00 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 6.800 694,960.00 458.400 46,848,480.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.008 31,624.59 0.652 2,577,404.25 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 784.000 362,992.00 5,264.500 2,437,463.50 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 20.000 40,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 0.000 0.00 S) (SUBSTRUCTURE) 04 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 05 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 S) (TYPE A) (SUBSTRUCTURE) 06 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 07 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 S) (TYPE C) (SUBSTRUCTURE) 08 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 1.000 380,000.00 21.000 7,980,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 1.590 708,596.22 19.100 8,512,067.80 S) (TYPE A) (SUBSTRUCTURE) 10 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 11 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 0.170 37,714.67 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 0.010 3,289.92 2.930 963,946.56 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 2,963.000 68,149.00 122,244.030 2,811,612.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 918.000 21,114.00 10,657.580 245,124.34 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 13.000 5,330.00 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 810,000.00 750,000.000 675,000.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 166,008.000 215,810.40 1,162,306.000 1,510,997.80 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 40.000 1,588,000.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 519,618.050 748,249.99 5,732,426.100 8,254,693.58 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 850,069.400 348,528.45 4,113,252.550 1,686,433.55 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 743,760.00 820.000 9,840.00 17,184.000 206,208.00 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 0.007 12,320.00 0.016 28,160.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 955.500 65,929.50 12,277.000 847,113.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.057 5,700.00 0.763 76,300.00 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 7,210.000 28,840.00 50,423.500 201,694.00 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 0.005 8,259.87 0.185 305,615.19 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.057 12,360.74 0.738 160,038.99 (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 0.500 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 0.591 954,742.77 (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 37.000 28,749.00 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 90.000 9,810.00 1,140.000 124,260.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 699.400 731,572.40 5,302.240 5,546,143.04 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 21.250 480,335.00 256.550 5,799,056.20 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 0.090 44,937.81 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 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 266,082.00 391.000 284,257.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 93.000 31,713.00 2,230.000 760,430.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 128.000 39,168.00 1,225.970 375,146.82 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 1,277.000 20,432.00 19,308.590 308,937.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 107.000 2,996.00 765.000 21,420.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 4.000 520,000.00 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 31.000 241,800.00 275.000 2,145,000.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 2.000 47,000.00 8.000 188,000.00 (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 6.600 65,082.60 211.000 2,080,671.00 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 2.000 11,506.00 8.000 46,024.00 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 45.000 3,375.00 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 350,790.00 598.000 19,734.00 8,018.000 264,594.00 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 2.000 46,000.00 2.000 46,000.00 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 2,720,700.00 204,375.100 183,937.59 1,373,567.370 1,236,210.63 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 55,880.000 72,644.00 1,045,859.850 1,359,617.81 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 64,322.090 277,228.21 154,589.540 666,280.92 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 29,788.200 62,853.10 158,482.900 334,398.92 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 323,973.500 460,042.37 5,458,963.700 7,751,728.45 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 244,821.500 435,782.27 5,268,771.700 9,378,413.63 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 7,240.000 130,609.60 118,899.000 2,144,937.96 S) (SUPERSTRUCTURE) 91 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 0.000 0.00 (SUPERSTRUCTURE) 92 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 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 2.000 29,200.00 72.000 1,051,200.00 (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 0.019 36,100.00 0.663 1,259,700.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 5,855.520 363,042.24 204,132.800 12,656,233.60 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.062 6,200.00 0.805 80,500.00 (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 474,120.00 812.000 3,564.68 3,828.000 16,804.92 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 6,597.500 10,951.85 107,057.300 177,715.12 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 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:14 PM ESTIMATE NO. 44 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 12/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 10,337,647.00 293,345,357.46 ADJUSTMENT OF COMPENSATION 4,743,854.80 23,188,308.90 EXTRA WORK 800,856.24 27,870,812.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,882,358.04 344,404,478.60 08 MOBILIZATION LS 4487,318.0000 44,487,318.00 1.000 44,487,318.00 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 15,882,358.04 388,891,796.60 MATERIALS ON HAND ON SITE 40,573,831.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,493.82 -225,074.05 TOTAL 15,869,864.22 429,240,553.55 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 1165 0 0 3 70% 80% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/03