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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 002 0030 296.82 E.W. @ F.A.(+) 100203 N 156070 022 0598 561.01 E.W. @ F.A.(+) 011503 N 149470 0601 25,604.10 E.W. @ U.P (+) 021304 N 155840 0602 23,308.56 021304 N 155810 0603 202.42 E.W. @ F.A.(+) 010504 N 149450 0604 202.42 011304 N 149460 0605 607.27 012004 N 149480 0606 548.92 122303 N 149430 0607 555.26 121803 N 149490 0608 809.69 120703 N 149440 0610 324.33 010803 N 162530 0612 495.37 080403 N 162450 0613 99.84 102803 N 162470 0614 30,106.89 E.W. @ U.P (+) 031804 N 167720 0615 161,665.21 031804 N 167740 038 0151 284.44 E.W. @ F.A.(+) 020403 N 156280 0152 753.35 012204 N 161930 0153 2,391.39 012304 N 161950 073 0109 48.36 E.W. @ F.A.(+) 031402 N 144670 0110 186.85 031302 N 144660 0111 37.34 031202 N 144650 0112 56.15 030702 N 144640 0113 30.02 030602 N 144630 0114 172.22 030502 N 144620 0115 97.20 030402 N 144610 0116 86.17 030402 N 144600 0117 74.71 030102 N 144590 0118 18.89 022802 N 144580 0119 101.17 022702 N 144570 0120 44.66 022602 N 144550 0121 82.11 022202 N 144540 0122 56.53 021502 N 144520 0123 84.36 050302 N 144920 0124 45.37 110303 N 144990 0125 47.54 071902 N 144980 0126 36.69 050802 N 144970 0127 36.66 050702 N 144960 0128 157.95 050702 N 144950 0129 84.36 050602 N 144940 0130 121.30 050602 N 144930 0131 57.84 040302 N 144730 0132 18.59 050202 N 144910 0133 95.86 043002 N 144900 0134 343.85 042902 N 144890 0135 22.56 042402 N 144870 0136 183.70 042402 N 144860 0137 121.30 042402 N 144850 0138 74.71 022002 N 144530 0139 71.10 022602 N 144560 0140 36.66 042502 N 144880 0141 59.20 042302 N 144840 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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 0142 73.46 042302 N 144830 0143 22.56 042002 N 144820 0144 73.46 042202 N 144810 0145 95.86 041902 N 144800 0146 22.56 041802 N 144790 0147 128.67 041902 N 144780 0148 128.67 041602 N 144750 0149 22.56 041702 N 144770 0150 132.66 041702 N 144760 0151 47.54 040302 N 144740 0152 22.94 102601 N 144310 0153 29.96 102201 N 144300 0154 60.21 102201 N 144290 0155 108.13 101701 N 144270 0156 138.25 102201 N 144280 0157 78.40 101601 N 144260 0158 85.43 101001 N 144250 0159 7.41 100901 N 144240 0160 22.58 100901 N 144230 0161 52.58 100801 N 144220 0162 123.39 100401 N 144210 0163 22.65 100401 N 144200 0164 41.05 100301 N 144190 0165 56.23 100201 N 144180 0166 56.15 100101 N 144170 0167 67.23 092801 N 144160 0168 59.93 092601 N 144150 0169 74.55 092501 N 144140 0170 18.89 110601 N 144370 0171 22.65 110501 N 144360 0172 37.28 110101 N 144350 0173 29.96 103001 N 144340 0174 59.93 102901 N 144330 0175 97.20 102601 N 144320 0176 97.11 020602 N 144440 0177 22.65 020502 N 144430 0178 134.47 111901 N 144420 0179 74.55 111501 N 144410 0180 93.44 110901 N 144390 0181 48.36 110701 N 144380 0182 22.65 021402 N 144510 0183 37.28 111401 N 144400 0184 48.36 021402 N 144500 0185 93.44 021302 N 144490 0186 153.28 020802 N 144460 0187 84.25 040302 N 144720 0188 116.07 032902 N 144710 0189 11.28 021501 N 144700 0190 37.28 031802 N 144690 0191 89.79 020702 N 144450 0192 18.95 021102 N 144470 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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 0195 48.91 031502 N 144680 077 0182 69.96 E.W. @ F.A.(+) 092003 N 145800 0183 69.96 091903 N 145790 0184 56.24 091803 N 145780 0185 45.37 091703 N 145770 0186 185.78 091603 N 145760 0187 126.21 091503 N 145750 0188 105.43 091203 N 145740 0189 115.81 091103 N 145730 0190 185.78 091003 N 145720 0191 185.78 091003 N 145710 0192 35.00 090903 N 145700 0193 69.96 090803 N 145690 0194 69.96 090503 N 145680 0195 171.60 090403 N 145670 0196 140.40 090303 N 145660 0197 161.67 090203 N 145650 0198 115.81 082803 N 145640 0199 115.81 082803 N 145630 0200 80.36 082503 N 145620 0201 80.36 082203 N 145610 0202 185.78 082103 N 145600 0203 140.40 081503 N 145590 0204 185.78 081403 N 145580 0205 225.37 081303 N 145570 0206 56.24 080903 N 145550 0207 161.67 080803 N 145540 0208 56.24 080703 N 145530 0209 140.40 080603 N 145520 0210 56.24 080503 N 145510 0211 115.81 080503 N 145500 0212 91.24 080403 N 145490 0213 140.40 071603 N 145410 0214 56.24 073103 N 145480 0215 126.21 073003 N 145470 0216 115.81 072803 N 145460 0217 225.37 072503 N 145450 0218 200.79 072503 N 145440 0219 242.82 072203 N 145430 0220 140.40 071603 N 145420 0221 73.28 060402 N 145360 0222 62.47 061002 N 145370 0223 47.54 061102 N 145380 0224 147.05 062702 N 145390 0225 69.96 081203 N 145560 0226 56.24 092203 N 145810 0227 69.96 092203 N 145820 0228 115.81 092303 N 145830 0229 185.78 092403 N 145840 0230 80.36 092903 N 145850 0231 80.36 101503 N 145860 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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 0232 140.40 101703 N 145870 0233 45.37 102703 N 145880 0234 185.78 102903 N 145890 0235 126.21 110303 N 145900 0236 45.37 110403 N 145910 0237 69.96 110603 N 145920 0238 1,361.55 112403 N 154980 0239 1,054.90 112003 N 154950 0240 2,060.20 111303 N 154960 0241 1,267.67 111803 N 154940 0242 781.90 111703 N 155030 0243 1,319.62 120903 N 154990 0244 1,821.39 121103 N 155000 0245 1,261.33 111403 N 154970 099 0362 211.60 E.W. @ F.A.(+) 100702 N 146030 0363 206.81 010802 N 146040 0364 206.81 010902 N 146050 0365 206.81 011002 N 146060 0366 206.81 011102 N 146070 0367 206.81 011402 N 146080 0368 206.81 011402 N 146090 0369 206.81 011502 N 146100 0370 206.81 011502 N 146110 0371 206.81 011602 N 146120 0372 206.81 011702 N 146130 0373 206.81 011702 N 146140 0374 206.81 011802 N 146150 0375 206.81 011802 N 146160 0376 206.81 012102 N 146170 0377 206.81 012202 N 146180 0378 206.81 012302 N 146190 0379 206.81 012502 N 146200 0380 198.41 020402 N 146210 0381 198.41 020602 N 146220 0382 22.65 021202 N 146230 0383 48.36 031102 N 146240 0384 48.36 031802 N 146250 0385 75.02 031902 N 146260 0386 123.39 031902 N 146270 0387 123.39 031902 N 146280 0388 195.18 032003 N 146290 0389 172.50 032102 N 146300 0390 147.05 032203 N 146310 0391 93.44 032502 N 146320 0392 116.36 032502 N 146330 0393 134.93 032602 N 146340 0394 116.36 032702 N 146350 0395 142.25 032802 N 146360 0396 37.28 032902 N 146370 0397 48.36 032902 N 146380 0398 73.46 040102 N 146390 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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 0399 132.66 040102 N 146400 0400 139.84 040202 N 146410 105 0001 19,515.84 A.C. @ L.S.(+) 111403 N 133540 0002 408.06 111403 N 133530 153 0690 26.77 E.W. @ F.A.(+) 011504 N 155010 154 0420 219.83 E.W. @ F.A.(+) 090903 N 137372 0422 280.41 091503 N 137382 0424 133.88 091503 N 137392 0426 14.40 091503 N 137402 0435 110.17 091203 N 137452 0462 171.74 100203 N 130602 0465 60.07 092303 N 130622 0478-1 -10,740.27 111403 N 140090 DAO CORRECTING ENTRY 0478-2 10,874.98 111403 N 140090 DAO CORRECTING ENTRY 0479-1 -128.39 111403 N 140092 DAO CORRECTING ENTRY 0491 2,710.86 121103 N 140350 0492 4,093.06 120903 N 140360 208 0337-1 -1,557.24 E.W. @ F.A.(+) 022703 N 8599 0 DAO CORRECTING ENTRY 0337-2 1,653.12 022703 N 8599 0 DAO CORRECTING ENTRY 0353-1 -561.89 030703 N 8982 0 DAO CORRECTING ENTRY 0353-2 1,153.36 030703 N 8982 0 DAO CORRECTING ENTRY 0354-1 -331.00 031003 N 8983 0 DAO CORRECTING ENTRY 0354-2 386.77 031003 N 8983 0 DAO CORRECTING ENTRY 0367-1 -18.80 030703 N 8982S0 DAO CORRECTING ENTRY 0367-2 34.63 030703 N 8982S0 DAO CORRECTING ENTRY 0537-3 -1,586.31 040703 N 9586 0 DAO CORRECTING ENTRY 0538-1 -232.03 040703 N 9586S0 DAO CORRECTING ENTRY 0538-2 715.30 040703 N 9586S0 DAO CORRECTING ENTRY 0539-3 -2,222.11 040903 N 9587 0 DAO CORRECTING ENTRY 0540-1 -59.13 040903 N 9587S0 DAO CORRECTING ENTRY 0540-2 80.11 040903 N 9587S0 DAO CORRECTING ENTRY 0541-3 -7,928.48 040103 N 9588 0 DAO CORRECTING ENTRY 0542-1 -112.31 041003 N 9588S0 DAO CORRECTING ENTRY 0542-2 84.73 041003 N 9588S0 DAO CORRECTING ENTRY 0544-3 -5,589.49 041403 N 9589 0 DAO CORRECTING ENTRY 0545-1 -22.54 041403 N 9589S0 DAO CORRECTING ENTRY 0545-2 40.56 041403 N 9589S0 DAO CORRECTING ENTRY 0786 2,504.16 042803 N 130640 0787 298.52 042803 N 130642 0935 163.20 120203 N 140272 0976-1 -888.51 071003 N 112882 DAO CORRECTING ENTRY 1018 11,288.13 111003 N 150280 1019 404.35 111003 N 150282 1020 11,198.59 112403 N 150290 1021 134.63 112403 N 150292 1022 11,166.01 112503 N 150300 1023 151.96 112503 N 150302 1025 110.52 112503 N 150312 1028 744.56 121503 N 150330 1039 2,281.54 121903 N 150430 1041 281.28 121203 N 150442 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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 1049 114.16 031703 N 8988S0 1051 181.17 112603 N 150172 1053 434.62 121503 N 150142 1055 44.04 121103 N 150192 1056 1,706.00 012704 N 158840 1058 438.12 020304 N 159032 1060 1,520.61 012104 N 158920 1062 1,222.22 012604 N 158820 1066 518.91 071703 N 158792 1068 497.48 013004 N 159002 1069 4,012.78 020204 N 159020 1070 130.84 020204 N 159022 1072 171.67 012704 N 158992 1074 412.10 073102 N 8288S0 1075 112.40 110503 N 160610 1076 86.01 110603 N 160780 1077 43.49 110403 N 160600 1079 344.55 012604 N 158972 1080 5,155.01 030702 N 158740 1084 62.76 030602 N 158752 221 0018-1 -1,094.12 E.W. @ F.A.(+) 100302 N 6937 0 DAO CORRECTING ENTRY 0018-2 1,776.68 100302 N 6937 0 DAO CORRECTING ENTRY 0018-3 -1,776.68 100302 N 6937 0 DAO CORRECTING ENTRY 0018-4 1,853.30 100302 N 6937 0 DAO CORRECTING ENTRY 0020-1 -997.97 100102 N 6935 0 DAO CORRECTING ENTRY 0020-2 1,263.87 100102 N 6935 0 DAO CORRECTING ENTRY 0022-1 -1,674.18 093002 N 6934 0 DAO CORRECTING ENTRY 0022-2 1,943.89 093002 N 6934 0 DAO CORRECTING ENTRY 0023-1 -855.40 092602 N 6933 0 DAO CORRECTING ENTRY 0023-2 977.23 092602 N 6933 0 DAO CORRECTING ENTRY 0024 4,222.73 100402 N 6939 0 0024-1 -4,222.73 100402 N 6939 0 DAO CORRECTING ENTRY 0024-2 4,346.32 100402 N 6939 0 DAO CORRECTING ENTRY 0025-1 -2,095.38 100202 N 6938 0 DAO CORRECTING ENTRY 0025-2 2,120.83 100202 N 6938 0 DAO CORRECTING ENTRY 0025-3 -2,120.83 100202 N 6938 0 DAO CORRECTING ENTRY 0025-4 2,167.80 100202 N 6938 0 DAO CORRECTING ENTRY 0074 2,528.06 082802 N 8293 0 0075 728.72 012703 N 8041 0 0077 4,787.83 020703 N 8294 0 0080 2,849.24 111802 N 158550 235 0406 21.27 E.W. @ F.A.(+) 060603 N 148640 0407 21.27 061703 N 148650 0408 164.72 061803 N 148660 0409 105.43 061903 N 148670 0410 140.40 062003 N 148680 0411 129.57 062303 N 148690 0412 21.27 062303 N 148700 0413 45.37 062403 N 148710 0414 129.57 062503 N 148720 0415 45.37 062503 N 148730 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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 0416 80.66 070103 N 148740 0417 45.37 070103 N 148750 0418 153.85 070203 N 148760 0419 45.37 070303 N 148770 0420 129.57 070703 N 148780 0421 140.40 070703 N 148790 0422 140.40 070803 N 148800 0423 213.26 071003 N 148810 0424 35.00 071403 N 148820 0425 45.37 071503 N 148830 0427 781.90 111103 N 155040 0428 989.79 010904 N 155140 0429 1,963.17 010804 N 155130 0430 1,267.67 121603 N 155050 0431 781.90 121803 N 155060 0432 485.82 121903 N 155070 0433 633.84 122003 N 155080 0434 465.89 122203 N 155090 0435 607.26 122303 N 155100 0436 648.92 010504 N 155110 0437 961.94 010503 N 155150 0438 1,153.42 010604 N 155160 0439 465.89 010604 N 155120 0440 797.09 010704 N 155180 0441 274.14 010704 N 155210 0442 216.82 010504 N 155200 0443 376.33 123003 N 155190 0444 1,505.74 121103 N 155170 298 0007 161.43 E.W. @ F.A.(+) 071603 N 109940 312 0010 500,000.00 A.C. @ L.S.(+) 031504 N 101090 327 0001 1,862.17 E.W. @ F.A.(+) 052903 N 100210 0002 9,776.49 052703 N 100220 328 0001 8,757.20 A.C. @ L.S.(+) 111203 N 149550 0002 76,577.80 031804 N 328-01 336 0003 426,748.00 A.C. @ L.S.(+) 031804 N 336-01 337 0006-1 -5,077.24 E.W. @ F.A.(+) 071403 N 107560 DAO CORRECTING ENTRY 0006-2 6,470.69 071403 N 107560 DAO CORRECTING ENTRY 0008-1 -5,869.56 071603 N 107830 DAO CORRECTING ENTRY 0009-1 -552.04 071603 N 108400 DAO CORRECTING ENTRY 0010-1 -6,727.50 071503 N 107570 DAO CORRECTING ENTRY 0011-1 -722.03 071703 N 108390 DAO CORRECTING ENTRY 339 0006 249,000.00 E.W. @ L.S.(+) 121703 N 339-05 340 0025 2,314.87 E.W. @ F.A.(+) 011904 N 161890 0026 2,314.87 012004 N 161900 0027 2,314.87 012104 N 161910 0028 1,560.09 012204 N 161920 0029 1,104.04 012304 N 161940 0030 2,423.51 020904 N 164260 0031 1,922.86 021004 N 164270 356 0003 29,888.31 A.C. @ L.S.(+) 022704 N 161610 385 0011 8,368.27 E.W. @ F.A.(+) 121503 N 142760 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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 0052 1,328.80 120503 N 139080 0053 705.55 120503 N 139082 0112 2,003.50 012804 N 149610 0116 4,137.81 121703 N 151250 0118 4,727.29 010504 N 151010 0119 8,809.39 112403 N 151060 0132 10,065.06 021304 N 155800 0132-1 -10,065.06 021304 N 155800 DAO CORRECTING ENTRY 0132-2 10,065.06 021304 N 155800 DAO CORRECTING ENTRY 0133 4,855.21 021304 N 155850 0134 140.32 012704 N 151020 0136 613.06 121903 N 155350 0137 583.43 011104 N 155320 0138 479.79 121703 N 158530 0139 183.65 121203 N 158560 0140 4,797.76 011504 N 158570 0141 3,509.87 011404 N 158580 0142 4,711.78 011604 N 158590 0143 239.90 010504 N 155340 0145 308.64 011704 N 155280 0146 79.24 011304 N 155290 0147 3,262.92 011404 N 156050 0148 79.98 121803 N 158520 0149 5,021.49 012704 N 155260 0150 3,360.28 120903 N 143700 0151 1,191.02 012704 N 157110 0152 347.14 011504 N 153720 0153 3,709.40 121203 N 143690 0154 2,733.98 011404 N 153320 0155 1,066.61 120903 N 143710 0156 357.45 120103 N 143740 0157 497.07 120503 N 143750 0158 488.59 120803 N 143720 0159 3,577.31 120603 N 143730 0160 1,183.34 121303 N 143680 0161 6,770.32 121303 N 143670 0162 7,324.39 121403 N 143660 0163 4,589.00 010904 N 153730 0164 1,396.15 011403 N 143650 0165 479.79 010904 N 153590 0166 46.13 121803 N 153330 0167 5,189.69 011204 N 153310 0168 3,540.98 011304 N 153140 0169 8,716.81 020304 N 154630 0170 886.99 020304 N 154633 0171 2,590.92 012704 N 156260 0172 5,447.52 020204 N 154620 0173 566.88 020204 N 154623 0174 4,157.54 012804 N 154590 0175 701.10 020304 N 154640 0176 3,272.55 013104 N 154610 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 03/23/04 EST. NO.47 TIME 02:57 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 --------------------------------------------------------------------------- 0177 67.81 013104 N 154613 0178 3,725.00 013004 N 154600 0179 67.81 013004 N 154602 0180 1,370.49 020304 N 158010 0181 30.14 020304 N 158013 0182 627.30 012704 N 156270 0183 319.86 010504 N 155330 0184 733.84 121903 N 155370 0185 73.06 122303 N 155360 0186 924.30 012404 N 162670 0187 297.90 011204 N 155310 0188 2,600.95 030504 N 162630 0189 3,836.78 012704 N 155240 0192 26,019.32 031804 N 167730 395 0003 540,000.00 A.C. @ U.P.(+) 021304 N 155770 2,408,290.14 TOTAL THIS ESTIMATE 56,977,872.36 TOTAL PREVIOUS ESTIMATE 59,386,162.50 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 03/23/04 EST. NO.47 TIME 02:57 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 03/23/04 EST. NO.47 TIME 02:57 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 03/23/04 EST. NO.47 TIME 02:57 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 MHS -9,837,086.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS 9,837,086.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 OUT OF STATE INSPECT -329,687.50 47 STL FAB 300 MI PLUS 261,584.70 47 36,768,983.20 -330,311.75 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 36,768,983.20 -330,311.75 PROGRAM CAS145 PAGE 1 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 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 29.000 1,305,000.00 1,256.000 56,520,000.00 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 0.800 40,800.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 4,249.000 21,245.00 05 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 2.500 23,750.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 922.500 4,151.25 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.860 33,024.00 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.950 839,800.00 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 0.843 210,750.00 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 0.935 749,870.00 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 0.915 319,335.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.867 3,063,978.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 5,280.000 13,200.00 95,887.000 239,717.50 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 19,000.00 895.000 3,580.00 12,166.000 48,664.00 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 4,600.000 151,800.00 110,540.000 3,647,820.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 97,724.000 366,465.00 PROGRAM CAS145 PAGE 2 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,593.00 201.000 141,353.25 1,588.000 1,116,761.00 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 48,967.000 97,934.00 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 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 S) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 3,154.000 2,207.80 S) 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 S) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 S) 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 S) (BROKEN 17-7) 55 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 S) 56 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 S) 57 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 58 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.255 204,000.00 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 0.093 65,100.00 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 0.004 2,800.00 0.490 343,000.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.209 146,300.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.971 679,700.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.046 92,000.00 0.533 1,066,000.00 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 5,014.620 426,242.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 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 0.029 160,687.09 0.816 4,521,402.14 (SUBSTRUCTURE) 71 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 72 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 35,000.000 1,452,500.00 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 1,762.510 292,576.66 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 588.230 66,469.99 3,563.590 402,685.67 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 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,960.800 198,373.60 11,993.240 803,547.08 (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 6.000 6,888.00 9.000 10,332.00 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 1.000 2,585.00 S) EXTENSION (SUBSTRUCTURE) 80 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 10,855.800 347,385.60 (SUBSTRUCTURE) 81 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 122.000 387,838.00 S) (SUBSTRUCTURE) 82 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 11,263.400 529,379.80 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 128.000 327,552.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 3,432.000 219,648.00 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 96.000 4,608.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 44.000 369,600.00 1,505.020 12,642,168.00 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 1,687,176.00 626.000 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 49,158,200.00 472.300 48,269,060.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.064 252,996.74 0.830 3,281,051.42 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 16.000 7,408.00 5,725.500 2,650,906.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 48.000 61,152.00 1,367.000 1,741,558.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 12,702.590 196,890.15 (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 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.070 31,196.06 20.460 9,118,162.68 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 3.840 851,907.84 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 2.980 980,396.16 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 3.000 1,185,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 0.970 287,650.59 2.950 874,813.65 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 2,402.000 55,246.00 134,134.530 3,085,094.19 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 11,851.080 272,574.84 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 810,000.00 825,000.000 742,500.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 3,920.000 5,096.00 1,270,778.000 1,652,011.40 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 15,089.000 19,615.70 411,705.000 535,216.50 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 46.000 1,826,200.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 1,848,893.000 2,662,405.92 9,311,426.100 13,408,453.58 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 403,290.000 165,348.90 5,615,591.050 2,302,392.33 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,878.000 34,536.00 23,750.000 285,000.00 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 0.020 35,200.00 0.070 123,200.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 839.000 57,891.00 13,800.000 952,200.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.050 5,000.00 0.854 85,400.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 11,465.000 52,853.65 82,708.000 381,283.88 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 2,372.000 9,488.00 70,585.500 282,342.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.200 63,307.20 0.700 221,575.20 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.050 6,056.85 0.680 82,373.16 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.100 77,156.40 0.250 192,891.00 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.030 49,559.22 0.257 424,557.32 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.076 16,480.98 0.859 186,278.45 (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 0.800 150,748.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.200 224,391.60 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.624 1,008,053.28 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.138 19,676.18 0.898 128,037.74 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 1,441.000 1,119,657.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 1,028.000 896,416.00 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,140.000 124,260.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 731.800 765,462.80 7,143.760 7,472,372.96 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 282.000 6,374,328.00 S) (SUPERSTRUCTURE) 54 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 S) (SUPERSTRUCTURE) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 0.060 29,958.54 0.204 101,859.04 S) (SUPERSTRUCTURE) 56 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 1.000 34,321.00 S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 SEAL COURSE CONCRETE CY 727.0000 266,082.00 391.000 284,257.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 2,719.000 927,179.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 345.000 105,570.00 1,847.970 565,478.82 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 368,000.00 583.000 9,328.00 20,805.590 332,889.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 993.000 27,804.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 4.000 520,000.00 12.000 1,560,000.00 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 45.000 351,000.00 428.000 3,338,400.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 5.000 117,500.00 16.000 376,000.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 4.000 96,464.00 12.000 289,392.00 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 39.400 388,523.40 378.800 3,735,346.80 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 5.000 28,765.00 16.000 92,048.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 323.000 5,814.00 1,282.000 23,076.00 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 54,600.00 140.000 4,550.00 297.000 9,652.50 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 1,417.000 46,761.00 9,435.000 311,355.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 672.000 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 6.000 138,000.00 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 50.400 249,379.20 50.400 249,379.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 247,426.360 222,683.72 1,880,824.530 1,692,742.08 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 270,251.750 351,327.28 1,588,263.600 2,064,742.68 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 38,666.780 166,653.82 209,253.700 901,883.45 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 3,135.600 6,616.12 173,408.050 365,890.99 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 383,147.520 544,069.48 6,619,802.620 9,400,119.72 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 407,532.520 725,407.89 6,480,326.620 11,534,981.38 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 6,607.000 119,190.28 141,334.000 2,549,665.36 S) (SUPERSTRUCTURE) 91 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 0.000 0.00 (SUPERSTRUCTURE) 92 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 16,600.000 28,220.00 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 16,600.000 127,986.00 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 76.000 1,109,600.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 155.000 28,675.00 155.000 28,675.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 3.600 126,486.00 3.600 126,486.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 8.000 887,024.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.028 53,200.00 0.722 1,371,800.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 4,205.640 260,749.68 216,239.400 13,406,842.80 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.025 2,500.00 0.860 86,000.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 2,836.500 7,431.63 310,287.600 812,953.51 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 4,640.000 20,369.60 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 19,257.000 31,966.62 147,701.100 245,183.83 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 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 02:57 PM ESTIMATE NO. 47 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 03/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,973,482.10 328,188,912.24 ADJUSTMENT OF COMPENSATION 1,601,895.21 27,376,204.87 EXTRA WORK 806,394.93 32,009,957.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,381,772.24 387,575,074.74 08 MOBILIZATION LS 4487,318.0000 44,487,318.00 1.000 44,487,318.00 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 14,381,772.24 432,062,392.74 MATERIALS ON HAND ON SITE 39,550,400.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 36,768,983.20 -330,311.75 TOTAL 51,150,755.44 471,282,480.99 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 1256 3 153 0 77% 78% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/04