PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 01/21/05 EST. NO.59 TIME 12:20 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0275 634.88 E.W. @ F.A.(+) 111904 N 236300 0276 634.88 111804 N 236290 0277 634.88 111704 N 236280 0278 585.56 111604 N 236270 0279 897.92 111504 N 236260 0280 667.78 120904 N 242090 0281 733.55 121004 N 242100 0282 634.89 121304 N 242110 0283 602.00 121404 N 242120 0284 634.88 121504 N 242130 0285 634.88 121604 N 242140 0286 749.99 121704 N 242150 0287 700.66 122004 N 243710 0288 700.66 122104 N 243720 0289 618.44 122204 N 243730 0290 634.89 122304 N 243740 0291 761.31 040604 N 174720 0292 703.41 122804 N 244630 0293 768.41 123004 N 244640 0294 1,496.55 043004 N 186470 022 0712 49,752.41 E.W. @ F.A.(+) 122704 N 242630 0713 82.97 101303 N 128720 038 0251 225.06 E.W. @ F.A.(+) 121504 N 242180 0252 430.42 121404 N 242170 0253 207.15 120904 N 242160 0254 642.58 120104 N 241770 0255 1,062.12 122104 N 243750 0256 726.69 112204 N 239950 0257 366.35 113004 N 239960 0258 1,103.21 121304 N 240600 076 0002 1,452.21 A.C. @ L.S.(+) 072204 N 207630 089 1242 -937.16 A.C. @ U.P.(-) 102504 N 170109 1243 -1,640.03 102604 N 170110 1244 -937.16 102704 N 170111 1245 -1,757.18 102804 N 170112 1246 -1,405.74 102904 N 170113 1247 -1,757.18 110104 N 170114 1248 -2,460.05 110804 N 170115 1249 -2,108.61 110904 N 170116 1250 -1,757.18 111004 N 170117 1251 -937.16 111104 N 170118 1252 -1,405.74 111204 N 170119 136 0002 52,671.68 A.C. @ L.S.(+) 011705 N 136-01 153 0820 145.15 E.W. @ F.A.(+) 012302 N 238900 0824 48.65 020502 N 238940 0841 83.90 070802 N 239080 0846 65.14 090402 N 239130 0848 56.89 091002 N 239150 0862 10,656.80 122704 N 242690 0863 10,656.80 122704 N 242730 0864 22,052.80 122804 N 242940 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 0865 61.29 111504 N 237330 0866 34.68 111604 N 237340 0867 92.86 111804 N 237350 0868 25.29 111904 N 237360 0869 34.68 113004 N 242190 0870 28.17 120704 N 242200 0871 28.38 120904 N 242210 0872 50.59 121404 N 242220 0873 24.14 121704 N 242230 0874 25.29 122004 N 243970 0875 68.75 120204 N 239990 0876 123.07 112304 N 239980 0877 25.19 112204 N 239970 0878 63.53 111104 N 236890 0879 37.12 110804 N 236870 0880 34.68 111004 N 236880 0881 138.70 110304 N 234090 0882 53.67 111104 N 237320 0883 38.23 111204 N 236900 0884 34.68 102904 N 232710 0885 97.70 102704 N 232700 0886 59.97 100604 N 227730 0887 25.29 101404 N 229050 0888 104.03 101304 N 229040 0889 59.97 100704 N 227740 0890 70.67 101804 N 229910 0891 34.85 101904 N 229920 0892 34.68 102104 N 229930 0893 84.60 102204 N 229940 0894 192.01 052604 N 191550 0895 25.31 052704 N 191560 0896 28.38 091304 N 220750 0897 24.14 091604 N 220770 0898 34.07 092004 N 223290 0899 119.81 092104 N 223300 0900 33.63 092804 N 225230 0901 34.68 093004 N 225240 0902 60.20 070704 N 235080 0903 173.38 070804 N 235090 0904 34.68 070204 N 203970 0905 99.92 062904 N 203920 0906 77.38 071904 N 208120 0907 128.72 072704 N 208700 0908 99.06 070904 N 205100 0909 161.79 070604 N 205070 0910 24.14 072804 N 208710 0911 28.38 071404 N 207070 0912 75.35 071204 N 207050 0913 34.68 070604 N 208110 0914 34.68 080904 N 211890 0915 669.48 092404 N 220990 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 185 0062 291.31 E.W. @ F.A.(+) 033104 N 233670 0063 291.31 033104 N 233660 0064 291.31 033104 N 233680 0065 262.97 092704 N 237780 0066 262.97 092404 N 237770 0067 262.97 092804 N 237790 0068 1,201.10 031104 N 237640 0069 806.56 032704 N 237750 0070 1,107.78 032604 N 237740 0071 1,052.61 032504 N 237730 0072 903.39 032404 N 237720 0073 997.45 032304 N 237710 0074 1,099.76 032204 N 237700 0075 1,053.69 031904 N 237690 0076 1,001.09 031804 N 237680 0077 902.43 031704 N 237670 0078 1,099.26 031604 N 237660 0079 1,005.93 031204 N 237650 0080 262.48 122304 N 243790 0081 832.28 122104 N 243770 0082 277.43 122204 N 243780 0083 832.28 122004 N 243760 0084 554.85 121304 N 242240 198 0001 7,664.95 A.C. @ L.S.(+) 011705 N 198-01 208 0867-1 -209.81 E.W. @ F.A.(+) 112003 N 138932 DAO CORRECTING ENTRY 0894-1 -102.09 102703 N 132762 DAO CORRECTING ENTRY 0902-1 -236.50 111903 N 138922 DAO CORRECTING ENTRY 1055-1 -44.04 121103 N 150192 DAO CORRECTING ENTRY 222 0002 22,772.67 A.C. @ L.S.(+) 011405 N 222-02 275 0223-1 -586.19 E.W. @ F.A.(+) 110204 N 234180 DAO CORRECTING ENTRY 0223-2 1,029.17 110204 N 234180 DAO CORRECTING ENTRY 0224-1 -272.56 110304 N 234190 DAO CORRECTING ENTRY 0224-2 350.35 110304 N 234190 DAO CORRECTING ENTRY 0225-1 -272.56 110404 N 234200 DAO CORRECTING ENTRY 0225-2 350.35 110404 N 234200 DAO CORRECTING ENTRY 0226 1,395.67 120804 N 242260 0227 460.92 120704 N 242250 0228 408.90 080904 N 211950 0229 1,183.44 081104 N 211970 276 0001 182,175.84 A.C. @ L.S.(+) 011405 N 276-01 290 0002 12,315.00 A.C. @ L.S.(+) 011905 N 290-01 298 0001 235.17 E.W. @ F.A.(+) 071603 N 107730 310 0011-1 -1,563.41 E.W. @ F.A.(+) 042103 N 190550 DAO CORRECTING ENTRY 0011-2 1,563.16 042103 N 190550 DAO CORRECTING ENTRY 0012-1 -7,374.35 042403 N 190570 DAO CORRECTING ENTRY 0012-2 7,373.39 042403 N 190570 DAO CORRECTING ENTRY 0013-1 -3,888.70 040203 N 190420 DAO CORRECTING ENTRY 0013-2 3,888.14 040203 N 190420 DAO CORRECTING ENTRY 0014-1 -1,250.35 040703 N 190400 DAO CORRECTING ENTRY 0014-2 1,250.13 040703 N 190400 DAO CORRECTING ENTRY 0015 3,839.46 031003 N 240690 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 0016 2,247.72 032703 N 240700 0017 3,154.35 032803 N 240710 0018 202.44 033103 N 240720 0019 3,555.16 040303 N 240730 0020 7,983.23 042303 N 240740 314 0027 6,130.65 E.W. @ F.A.(+) 042204 N 113780 0028 265.62 102904 N 236580 322 0019-1 -801.08 E.W. @ F.A.(+) 072403 N 112230 DAO CORRECTING ENTRY 0019-2 852.55 072403 N 112230 DAO CORRECTING ENTRY 0025-1 -55.18 061803 N 112172 DAO CORRECTING ENTRY 0035-1 -6,207.95 062403 N 112220 DAO CORRECTING ENTRY 0036-1 -46.44 062403 N 112223 DAO CORRECTING ENTRY 0037-1 -1,366.05 071603 N 112260 DAO CORRECTING ENTRY 0037-2 3,630.91 071603 N 112260 DAO CORRECTING ENTRY 0038-1 -1,629.10 071603 N 112263 DAO CORRECTING ENTRY 0084-1 -5,819.70 072203 N 112140 DAO CORRECTING ENTRY 0084-2 7,057.99 072203 N 112140 DAO CORRECTING ENTRY 0085-1 -1,188.26 072203 N 112143 DAO CORRECTING ENTRY 0264-1 -6,563.34 080403 N 122490 DAO CORRECTING ENTRY 0264-2 10,093.93 080403 N 122490 DAO CORRECTING ENTRY 0264-3 -10,093.93 080403 N 122490 DAO CORRECTING ENTRY 0264-4 9,941.67 080403 N 122490 DAO CORRECTING ENTRY 0264-5 -9,941.67 080403 N 122490 DAO CORRECTING ENTRY 0264-6 8,048.30 080403 N 122490 DAO CORRECTING ENTRY 0274-1 -4,334.39 072903 N 122510 DAO CORRECTING ENTRY 0274-2 5,988.88 072903 N 122510 DAO CORRECTING ENTRY 0277-1 -782.19 072903 N 122513 DAO CORRECTING ENTRY 0278-1 -5,163.37 082903 N 122530 DAO CORRECTING ENTRY 0278-2 6,553.56 082903 N 122530 DAO CORRECTING ENTRY 0284-1 -1,328.98 090303 N 122620 DAO CORRECTING ENTRY 0284-2 1,470.58 090303 N 122620 DAO CORRECTING ENTRY 0291-1 -57.44 090303 N 122623 DAO CORRECTING ENTRY 0292-1 -1,166.64 082803 N 122540 DAO CORRECTING ENTRY 0292-2 1,340.65 082803 N 122540 DAO CORRECTING ENTRY 0317-1 -5,307.86 080603 N 122560 DAO CORRECTING ENTRY 0317-2 6,301.42 080603 N 122560 DAO CORRECTING ENTRY 0338-1 -203.84 080603 N 122563 DAO CORRECTING ENTRY 0342-1 -2,582.19 091103 N 131160 DAO CORRECTING ENTRY 0342-2 4,453.81 091103 N 131160 DAO CORRECTING ENTRY 0344-1 -3,396.86 073103 N 122590 DAO CORRECTING ENTRY 0344-2 8,373.83 073103 N 122590 DAO CORRECTING ENTRY 0348-1 -1,295.21 091203 N 131182 DAO CORRECTING ENTRY 0349-1 -274.29 091203 N 131183 DAO CORRECTING ENTRY 0354-1 -2,146.51 091003 N 131230 DAO CORRECTING ENTRY 0354-2 2,234.96 091003 N 131230 DAO CORRECTING ENTRY 0355-1 -31.01 062403 N 112222 DAO CORRECTING ENTRY 0358-1 -1,020.74 092903 N 131010 DAO CORRECTING ENTRY 0358-2 1,336.65 092903 N 131010 DAO CORRECTING ENTRY 0359-1 -148.90 092903 N 131013 DAO CORRECTING ENTRY 0364-1 -7,927.89 080103 N 131050 DAO CORRECTING ENTRY 0364-2 9,054.98 080103 N 131050 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. 5 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 0365-1 -1,469.23 080103 N 131053 DAO CORRECTING ENTRY 0366-1 -182.04 080103 N 131052 DAO CORRECTING ENTRY 0367-1 -3,452.93 090203 N 131060 DAO CORRECTING ENTRY 0367-2 3,939.00 090203 N 131060 DAO CORRECTING ENTRY 0368-1 -265.96 090203 N 131062 DAO CORRECTING ENTRY 0374-1 -9,015.35 091603 N 131080 DAO CORRECTING ENTRY 0374-2 11,591.29 091603 N 131080 DAO CORRECTING ENTRY 0374-3 -11,591.29 091603 N 131080 DAO CORRECTING ENTRY 0374-4 11,439.03 091603 N 131080 DAO CORRECTING ENTRY 0375-1 -616.56 091603 N 131083 DAO CORRECTING ENTRY 0376-1 -10,506.17 091803 N 131090 DAO CORRECTING ENTRY 0376-2 14,120.20 091803 N 131090 DAO CORRECTING ENTRY 0377-1 -831.76 091803 N 131093 DAO CORRECTING ENTRY 0378-1 -10,048.66 091703 N 131110 DAO CORRECTING ENTRY 0378-2 13,478.16 091703 N 131110 DAO CORRECTING ENTRY 0379-1 -570.30 091703 N 131113 DAO CORRECTING ENTRY 0381-1 -10,534.36 092003 N 131130 DAO CORRECTING ENTRY 0381-2 12,762.90 092003 N 131130 DAO CORRECTING ENTRY 0381-3 -12,762.90 092003 N 131130 DAO CORRECTING ENTRY 0381-4 12,610.63 092003 N 131130 DAO CORRECTING ENTRY 0382-1 -45.39 092003 N 131133 DAO CORRECTING ENTRY 0384-1 -1,822.33 092203 N 131000 DAO CORRECTING ENTRY 0384-2 2,120.74 092203 N 131000 DAO CORRECTING ENTRY 0385-1 -3.10 092203 N 131003 DAO CORRECTING ENTRY 0387-1 -8,201.54 073003 N 122580 DAO CORRECTING ENTRY 0387-2 9,171.23 073003 N 122580 DAO CORRECTING ENTRY 0388-1 -876.01 073003 N 122583 DAO CORRECTING ENTRY 0389-1 -154.44 082803 N 122543 DAO CORRECTING ENTRY 0394-1 -217.24 072903 N 122512 DAO CORRECTING ENTRY 0395-1 -779.83 082903 N 122533 DAO CORRECTING ENTRY 0396-1 -204.80 082903 N 122532 DAO CORRECTING ENTRY 0397-1 -31.67 082803 N 122542 DAO CORRECTING ENTRY 0400-1 -22.87 090303 N 122622 DAO CORRECTING ENTRY 0401-1 -39.07 092903 N 131012 DAO CORRECTING ENTRY 0403-1 -3,623.31 091203 N 131180 DAO CORRECTING ENTRY 0403-2 5,536.36 091203 N 131180 DAO CORRECTING ENTRY 0405-1 -3,927.27 071403 N 112259 DAO CORRECTING ENTRY 0405-2 7,088.74 071403 N 112259 DAO CORRECTING ENTRY 0406-1 -604.04 071403 N 112253 DAO CORRECTING ENTRY 0407-1 -138.15 071403 N 112252 DAO CORRECTING ENTRY 0408-1 -1,295.90 061803 N 112179 DAO CORRECTING ENTRY 0408-2 1,538.56 061803 N 112170 DAO CORRECTING ENTRY 0409-1 -267.55 061803 N 112173 DAO CORRECTING ENTRY 0410-1 -8,988.44 070803 N 112129 DAO CORRECTING ENTRY 0410-2 9,580.48 070803 N 112120 DAO CORRECTING ENTRY 0411-1 -336.92 070803 N 112123 DAO CORRECTING ENTRY 0412-1 -94.37 070803 N 112122 DAO CORRECTING ENTRY 0415-1 -5,306.47 071103 N 112139 DAO CORRECTING ENTRY 0415-2 5,879.75 071103 N 112139 DAO CORRECTING ENTRY 0416-1 -1,093.38 071103 N 112133 DAO CORRECTING ENTRY 0417-1 -97.87 071103 N 112134 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. 6 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 0452-1 -66.45 090203 N 131063 DAO CORRECTING ENTRY 0453-1 -455.23 091603 N 131082 DAO CORRECTING ENTRY 0454-1 -30.75 091603 N 131083 DAO CORRECTING ENTRY 0455-1 -509.74 091803 N 131092 DAO CORRECTING ENTRY 0456-1 -498.74 091703 N 131112 DAO CORRECTING ENTRY 0457-1 -35.37 091703 N 131113 DAO CORRECTING ENTRY 0459-1 -49.95 092003 N 131133 DAO CORRECTING ENTRY 0460-1 -439.92 092203 N 131002 DAO CORRECTING ENTRY 0461-1 -6.00 092203 N 131003 DAO CORRECTING ENTRY 0462-1 -90.22 073003 N 122582 DAO CORRECTING ENTRY 0475-1 -30.77 080603 N 122563 DAO CORRECTING ENTRY 0527-1 -9,262.39 091903 N 131100 DAO CORRECTING ENTRY 0527-2 12,660.59 091903 N 131100 DAO CORRECTING ENTRY 0528-1 -388.69 091903 N 131103 DAO CORRECTING ENTRY 0529-1 -448.53 091903 N 131102 DAO CORRECTING ENTRY 0539-1 -8,794.17 050703 N 190440 DAO CORRECTING ENTRY 0539-2 8,793.07 050703 N 190440 DAO CORRECTING ENTRY 0540-1 -2,907.51 050503 N 190410 DAO CORRECTING ENTRY 0540-2 2,907.21 050503 N 190410 DAO CORRECTING ENTRY 0541-1 -7,295.51 050503 N 190590 DAO CORRECTING ENTRY 0541-2 7,294.54 050503 N 190590 DAO CORRECTING ENTRY 0625 6,632.80 062403 N 112229 328 0004-1 -1,792.93 E.W. @ F.A.(+) 053003 N 164560 DAO CORRECTING ENTRY 0004-2 2,628.96 053003 N 164560 DAO CORRECTING ENTRY 0005-1 -237.86 053003 N 164562 DAO CORRECTING ENTRY 0006-1 -3,346.96 060203 N 164580 DAO CORRECTING ENTRY 0006-2 4,770.28 060203 N 164580 DAO CORRECTING ENTRY 0007-1 -343.99 060203 N 164582 DAO CORRECTING ENTRY 0008-1 -4,652.66 060903 N 164570 DAO CORRECTING ENTRY 0008-2 8,067.62 060903 N 164570 DAO CORRECTING ENTRY 0009-1 -577.00 060903 N 164572 DAO CORRECTING ENTRY 0010-1 -271.08 060903 N 164573 DAO CORRECTING ENTRY 0011-1 -544.32 060903 N 164573 DAO CORRECTING ENTRY 332 0002 22,377.60 A.C. @ L.S.(+) 091004 N 217122 339 0008 300,000.00 E.W. @ L.S.(+) 011905 N 339-07 340 0219 242.11 E.W. @ F.A.(+) 061904 N 234690 0220 284.74 062104 N 234680 0221 284.74 062204 N 234670 0222 287.54 070104 N 234610 0223 290.86 070204 N 234600 0224 286.99 070204 N 234590 0225 286.99 070704 N 234580 0226 286.99 070804 N 234570 0227 286.99 071204 N 234560 0228 287.90 071304 N 234550 0229 287.90 071404 N 234540 0230 287.90 071604 N 234530 0231 225.55 072004 N 234520 0232 242.11 060204 N 234830 0233 223.95 060304 N 234820 0234 284.70 060404 N 234810 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 7 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 0235 296.37 060504 N 234800 0236 284.70 060704 N 234790 0237 284.70 060804 N 234780 0238 296.37 060904 N 234770 0239 284.70 061004 N 234760 0240 284.70 061104 N 234750 0241 284.70 061404 N 234740 0242 284.70 061504 N 234730 0243 284.70 061604 N 234720 0244 284.70 061704 N 234710 0245 285.17 061804 N 234700 0246 295.26 100604 N 234490 0247 287.90 100704 N 234480 0248 287.90 100804 N 234470 0249 286.99 101104 N 234460 0250 287.90 101204 N 234450 0251 287.90 101504 N 234420 0252 287.90 101904 N 234410 0253 287.90 101304 N 234440 0254 287.90 101404 N 234430 0255 287.90 101404 N 234400 0256 287.90 102104 N 234390 0257 287.90 102204 N 234380 0258 287.90 092904 N 234510 0259 288.21 011604 N 236130 0260 251.98 012104 N 236100 0261 251.98 012004 N 236110 0262 288.21 011504 N 236140 0263 251.98 011904 N 236120 0264 251.98 012204 N 236090 0265 238.45 012304 N 236080 0266 419.12 012604 N 236070 0268 307.61 012804 N 236050 0269 307.61 012904 N 236040 0270 333.88 013004 N 236030 0271 333.88 020304 N 236010 0272 333.88 020404 N 236000 0273 333.88 020604 N 235980 0274 333.88 020504 N 235990 0275 333.88 020904 N 235970 0276 333.88 021004 N 235960 0277 333.88 021104 N 235950 0278 261.94 021204 N 235940 0279 271.11 021804 N 235910 0280 273.17 021904 N 235900 0281 264.94 021304 N 235930 0282 284.73 022404 N 235870 0283 271.11 021704 N 235920 0284 273.17 022704 N 235840 0285 284.74 062404 N 234650 0286 285.28 062504 N 234640 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 8 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 0287 273.17 030204 N 235820 0288 287.54 062804 N 234630 0289 273.17 030404 N 235810 0290 287.54 062904 N 234620 0291 273.17 030504 N 235800 0292 276.30 050304 N 234910 0293 273.17 030804 N 235790 0294 276.30 050404 N 234900 0295 348.73 050504 N 234890 0296 243.41 122303 N 235340 0297 243.41 122203 N 235350 0298 348.73 050604 N 234880 0299 243.41 121903 N 235360 0300 276.30 050704 N 234870 0301 243.41 121803 N 235370 0302 337.05 051004 N 234860 0303 243.41 121703 N 235380 0304 284.70 051104 N 234850 0305 284.70 051204 N 234840 0306 247.25 021603 N 235390 0307 284.70 040104 N 235630 0308 276.30 040204 N 235620 0309 243.41 121503 N 235400 0310 276.30 041204 N 235560 0311 247.84 041704 N 235540 0312 321.75 110603 N 236490 0313 296.37 041904 N 235500 0314 321.75 111003 N 236470 0315 247.84 042004 N 235490 0316 276.30 040904 N 234970 0317 321.75 111103 N 236310 0318 321.75 111203 N 236460 0319 276.30 041404 N 234960 0320 321.75 112403 N 236380 0321 321.75 111303 N 236450 0322 315.52 090503 N 236500 0323 276.30 041604 N 234950 0324 276.30 041504 N 234940 0325 315.52 090403 N 236510 0326 276.30 041304 N 234930 0327 287.90 100504 N 234500 0328 276.30 043004 N 234920 0329 247.84 042204 N 235470 0330 296.37 042104 N 235480 0331 278.56 042304 N 235460 0332 276.32 042604 N 235450 0333 246.72 100104 N 225270 0334 348.74 042704 N 235440 0335 348.74 042904 N 235420 0336 276.32 040504 N 235230 0337 276.32 040804 N 234980 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 9 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 0338 276.30 040604 N 235000 0339 276.30 040704 N 234990 0340 273.17 030904 N 235780 0341 334.43 031104 N 235770 0342 273.17 031204 N 235760 0343 268.85 032604 N 235660 0344 337.20 033004 N 235650 0345 268.85 033104 N 235640 0346 273.17 031504 N 235310 0347 273.17 031604 N 235300 0348 268.85 031704 N 235290 0349 268.85 031904 N 235280 0350 268.85 032204 N 235270 0351 268.85 032304 N 235260 0352 268.85 032504 N 235250 0353 268.85 032604 N 235240 0354 284.74 062304 N 234660 0355 281.29 093004 N 225260 0356 246.72 100404 N 227790 0357 348.73 042804 N 235430 346 0003 2,446.38 E.W. @ F.A.(+) 061804 N 240860 0004 1,133.90 061904 N 240870 0005 3,581.83 062004 N 240880 355 0001 15,955.00 A.C. @ L.S.(+) 011705 N 355-01 356 0349 633.60 A.C. @ L.S.(+) 111804 N 243550 0350 668.80 111804 N 243540 0351 686.40 111004 N 238700 0352 325.60 111004 N 243470 0353 35.20 111204 N 243480 0354 140.80 111604 N 243490 0355 184.80 111704 N 243520 0356 827.20 120204 N 243700 0357 580.80 120604 N 243690 0358 96.80 120304 N 243680 0359 264.00 120304 N 243670 0360 651.20 120304 N 243660 0361 924.00 120304 N 243650 0362 1,311.20 112904 N 243640 0363 281.60 112404 N 243630 0364 580.80 112304 N 243620 0365 1,320.00 113004 N 243610 0366 686.40 112204 N 243590 0367 651.20 111904 N 243560 0368 114.40 111704 N 243530 0369 510.40 112204 N 243600 0370 844.80 112004 N 243580 0371 528.00 111904 N 243570 0372 809.60 111604 N 243500 378 0002 2,536.58 A.C. @ F.A.(+) 012204 N 149400 0003 68.83 080404 N 230080 0004 4,718.23 080404 N 230070 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 10 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 385 0046-2 6,089.06 E.W. @ F.A.(+) 121603 N 140673 DAO CORRECTING ENTRY 0075-2 9,752.28 112203 N 138030 DAO CORRECTING ENTRY 0076-2 7,573.54 112203 N 138033 DAO CORRECTING ENTRY 0124-4 1,005.78 123003 N 151320 DAO CORRECTING ENTRY 0193-2 3,333.44 120203 N 163920 DAO CORRECTING ENTRY 0194-2 28.12 120203 N 163922 DAO CORRECTING ENTRY 0397-1 -1,404.09 120903 N 171010 DAO CORRECTING ENTRY 0398-1 -143.31 120903 N 171012 DAO CORRECTING ENTRY 0399-2 814.07 120903 N 170760 DAO CORRECTING ENTRY 0416-1 -1,095.59 121303 N 170770 DAO CORRECTING ENTRY 0416-2 774.49 121303 N 170770 DAO CORRECTING ENTRY 0417-1 -49.46 121303 N 170772 DAO CORRECTING ENTRY 0417-2 445.34 121303 N 170773 DAO CORRECTING ENTRY 0427-1 -1,715.57 120603 N 179450 DAO CORRECTING ENTRY 0427-2 2,343.81 120603 N 179450 DAO CORRECTING ENTRY 0428-1 -235.84 120603 N 179452 DAO CORRECTING ENTRY 0429-1 -1,747.66 120603 N 180250 DAO CORRECTING ENTRY 0429-2 1,761.68 120603 N 180250 DAO CORRECTING ENTRY 0430-1 -297.92 120603 N 180252 DAO CORRECTING ENTRY 0430-2 596.29 120603 N 180253 DAO CORRECTING ENTRY 0431-3 -7.64 120603 N 180253 DAO CORRECTING ENTRY 0476-1 -661.86 112003 N 193360 DAO CORRECTING ENTRY 0476-2 703.51 112003 N 193360 DAO CORRECTING ENTRY 0477-1 -21.60 112003 N 193362 DAO CORRECTING ENTRY 0477-2 5.62 112003 N 193362 DAO CORRECTING ENTRY 0478-1 -665.34 112203 N 179200 DAO CORRECTING ENTRY 0478-2 683.27 112203 N 179200 DAO CORRECTING ENTRY 0479-1 -6,383.52 111503 N 180290 DAO CORRECTING ENTRY 0479-2 6,566.52 111503 N 180290 DAO CORRECTING ENTRY 0480-1 -142.38 111503 N 180292 DAO CORRECTING ENTRY 0480-2 32.11 111503 N 180293 DAO CORRECTING ENTRY 0481-1 -10,536.40 111603 N 180270 DAO CORRECTING ENTRY 0481-2 10,736.24 111603 N 180270 DAO CORRECTING ENTRY 0482-1 -151.57 111603 N 180272 DAO CORRECTING ENTRY 0483-1 -891.02 111603 N 180240 DAO CORRECTING ENTRY 0483-2 920.91 111603 N 180240 DAO CORRECTING ENTRY 0484-1 -22.30 111603 N 180242 DAO CORRECTING ENTRY 0499-1 -2,040.30 120803 N 167300 DAO CORRECTING ENTRY 0499-2 3,177.11 120803 N 167300 DAO CORRECTING ENTRY 0500-1 -12.67 120803 N 167302 DAO CORRECTING ENTRY 0500-2 835.08 120803 N 167302 DAO CORRECTING ENTRY 0507-1 -6,091.53 112203 N 197340 DAO CORRECTING ENTRY 0507-2 6,210.69 112203 N 197340 DAO CORRECTING ENTRY 0508-1 -95.20 112203 N 197342 DAO CORRECTING ENTRY 0530-1 -13.97 112203 N 179202 DAO CORRECTING ENTRY 1024 1,392.95 111603 N 142380 1025 7,352.95 020304 N 159080 1026 334.87 020304 N 159083 1027 2,289.30 112303 N 233970 1028 2,493.34 120403 N 163930 1029 668.68 112303 N 234020 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 11 DATE 01/21/05 EST. NO.59 TIME 12:20 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 1030 704.96 121503 N 167340 1031 2,281.22 112503 N 233990 1032 20.92 112503 N 233992 1033 934.25 112503 N 233980 1034 3.75 112503 N 233982 1035 385.23 120203 N 163950 1036 3.83 120203 N 163952 1037 2,345.66 112303 N 234010 1038 98.25 120803 N 167303 386 0001 34,360.00 A.C. @ L.S.(+) 011705 N 386-01 387 0004 20,113.83 A.C. @ L.S.(+) 061204 N 140054 394 0003 2,850.50 A.C. @ L.S.(+) 091504 N 218310 395 0019 390,000.00 A.C. @ U.P.(+) 011805 N 395-10 0020 16,563.33 E.W. @ F.A.(+) 090104 N 241810 0021 64,979.23 011705 N 245700 402 0002 47,250.00 A.C. @ L.S.(+) 121704 N 402-02 412 0005 27,984.00 A.C. @ U.P.(+) 101604 N 229770 415 0025 95.16 A.C. @ L.S.(+) 073104 N 235040 0026 679.92 063004 N 235080 0027 38.50 073004 N 235060 0028 10.96 063004 N 235100 0029 17.83 063004 N 235150 0030 3,381.73 063004 N 235160 0031 107.59 060104 N 235180 0032 1,383.13 063004 N 235090 0033 976.42 063004 N 235070 0034 207.20 063004 N 235130 0035 359.50 063004 N 235110 0036 3,107.86 063004 N 235120 0037 120.69 103104 N 235010 0038 52.15 103104 N 235020 0039 92.26 053104 N 235210 0040 22.30 073004 N 235050 0041 375.71 063004 N 235170 0042 762.00 103104 N 235030 0043 1,282.31 063004 N 235140 416 0066-1 -933.00 A.C. @ F.A.(+) 033104 N 193310 DAO CORRECTING ENTRY 0067-1 -39.07 033104 N 193313 DAO CORRECTING ENTRY 0067-2 58.60 033104 N 193313 DAO CORRECTING ENTRY 417 0001 65,000.00 E.W. @ L.S.(+) 011205 N 175190 0002 25,000.00 011205 N 175192 421 0002 28,312.40 A.C. @ L.S.(+) 082704 N 054393 424 0482 1,496.33 A.C. @ F.A.(+) 032904 N 227670 0483 401.00 032904 N 227673 0501 20,226.75 102604 N 236760 0502 618.03 062204 N 208490 0503 575.23 051504 N 203330 0504 2,222.71 071604 N 245290 0505 105.08 071604 N 245293 426 0009 2,136,105.50 E.W. @ L.S.(+) 121604 N 199368 0010 492,730.00 121604 N 199369 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 12 DATE 01/21/05 EST. NO.59 TIME 12:20 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 --------------------------------------------------------------------------- 0011 669,200.00 012005 N 199361 430 0050-2 2,437.95 A.C. @ F.A.(+) 033104 N 230600 DAO CORRECTING ENTRY 437 0001 47,000.00 A.C. @ L.S.(+) 011805 N 147-01 5,018,513.87 TOTAL THIS ESTIMATE 146,602,374.20 TOTAL PREVIOUS ESTIMATE 151,620,888.07 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 01/21/05 EST. NO.59 TIME 12:20 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCS -348,750.00 02 MISSING SUBMITTALS -675,000.00 03 BASELINE SCHEDULE -425,720.00 04 MISSING DOCS 348,750.00 04 MISSING SUBMITTALS 675,000.00 04 BASELINE SCHEDULE 425,720.00 05 BASELINE SCHEDULE -950,000.00 05 CPM BASELINE -904,780.00 05 BASELINE SCHEDULE 950,000.00 06 CPM BASELINE 904,780.00 07 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE 968,982.50 10 BASELINE SCHEDULE 968,982.50 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 CPM UPDATES,01/08 -900,000.00 13 CPM UPDATES 01/08 -264,325.64 13 TRAFFIC DELAY 9/30 -15,500.00 13 CPM SCHEDULE UPDATES -692,474.30 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 STL FAB 300 PLUS MI -13,728.18 14 CPM SCHEDULE UPDATES -22,500.00 15 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -691,727.00 16 CPM UDATE JULY-DEC1 -151,513.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/21/05 EST. NO.59 TIME 12:20 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 STL FAB +300 MILES -9,892.05 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 403,216.00 31 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 STL FAB +300 MILES -17,179.17 37 STL FAB +300 MILES -9,110.87 38 STL FAB +300 MILES -13,252.21 39 STL FAB + 300 MILES -23,974.56 40 #159 OUT OF COMPLIA -335.50 41 STL FAB + 300 MILES -17,825.38 41 STL FAB + 300 MILES -30,439.58 42 STL FAB + 300 MILES -24,983.59 43 STL FAB + 300 MILES -12,493.82 44 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 01/21/05 EST. NO.59 TIME 12:20 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 OUT OF STATE INSPECT -4,160.79 49 OUT OF COMPLIANCE159 -945.00 50 OUT OF COMPLIANCE152 -742.50 50 OUT OF STATE INSPECT -5,626.39 50 CYL TEST FAILURE#159 -405.00 51 OUT OF STATE INSPECT -2,901.41 51 OUT OF STATE INSPECT -52,214.78 52 OUT OF STATE INSPECT -22,592.03 53 OUT OF STATE INSPECT -36,458.23 55 OUT OF STATE INSPECT -10,264.48 56 OUT OF STATE INSPECT -344.24 57 OUT OF STATE INSPECT -25,974.58 58 OUT OF STATE INSPECT -5,062.14 59 -5,062.14 -498,003.32 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 -5,062.14 -498,003.32 PROGRAM CAS145 PAGE 1 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 31.000 1,395,000.00 1,562.000 70,290,000.00 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 1.000 51,000.00 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 3.000 28,500.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 62.000 279.00 1,539.600 6,928.20 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 1.000 38,400.00 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 1.000 884,000.00 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 1.000 250,000.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 1.000 30,000.00 PLAN 13 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 1.000 802,000.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 244.370 2,199.33 6,098.740 54,888.66 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 1.000 349,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 1.000 3,534,000.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 118,638.000 296,595.00 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 348.000 2,262.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 16,777.000 67,108.00 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 4,953,960.00 640.000 21,120.00 144,860.000 4,780,380.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 112,434.000 421,627.50 PROGRAM CAS145 PAGE 2 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 11,252.00 2,277.000 1,601,300.25 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 84,041.000 63,030.75 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 49,231.000 98,462.00 PAVEMENT MARKING 31 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 32 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 296.000 7,844.00 4,096.000 108,544.00 AND SLOPE PROTECTION MATERIAL 33 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 34 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 S) 35 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 25.000 500.00 S) 36 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 37 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 1,140.000 14,250.00 S) 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 41 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 S) 42 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 190.900 17,181.00 43 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 493.060 85,669.18 493.060 85,669.18 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 242.280 12,356.28 242.280 12,356.28 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 1,117.000 22,340.00 1,117.000 22,340.00 46 SURVEY MONUMENT EA 298.0000 58,110.00 50.000 14,900.00 110.000 32,780.00 47 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 S) 48 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 49 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.089 71,200.00 0.523 418,400.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.762 533,400.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.061 42,700.00 0.647 452,900.00 S) 61 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.377 263,900.00 0.377 263,900.00 S) 62 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.011 7,700.00 0.880 616,000.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.038 26,600.00 0.737 515,900.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.983 688,100.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.016 32,000.00 0.979 1,958,000.00 S) 66 BUILDING WORK LS 50,000.0000 50,000.00 0.950 47,500.00 S) 67 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 6,416.620 545,412.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.011 20,359.16 0.976 1,806,413.01 (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 0.002 11,081.87 0.975 5,402,410.65 (SUBSTRUCTURE) 71 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.999 542,327.13 (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 413,340.00 246.800 40,968.80 2,265.940 376,146.04 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 483.840 54,673.92 5,404.380 610,694.94 F) (SUBSTRUCTURE) 75 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,993.500 1,339,564.50 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 144.000 328,608.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 14.400 16,531.20 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 1.000 2,585.00 S) EXTENSION (SUBSTRUCTURE) 80 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 10,855.800 347,385.60 (SUBSTRUCTURE) 81 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 122.000 387,838.00 S) (SUBSTRUCTURE) 82 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 1,074.450 50,499.15 21,505.550 1,010,760.85 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 140.000 358,260.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 6,177.600 395,366.40 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 96.000 4,608.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 1,527.020 12,826,968.00 S) PILING (SUBSTRUCTURE) 87 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 88 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 S) PILE (SUBSTRUCTURE) 89 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 1,049.000 1,800,084.00 CONCRETE PILING (SUBSTRUCTURE) 90 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 S) PILE (SUBSTRUCTURE) 91 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 626.000 1,645,128.00 CONCRETE PILING (SUBSTRUCTURE) 92 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 4.000 576,508.00 S) PILE (SUBSTRUCTURE) 93 MICROPILE EA 102,200.0000 49,158,200.00 464.000 47,420,800.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.937 3,704,030.34 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 -85.000 -39,355.00 6,070.500 2,810,641.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 3,310.000 4,216,940.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 15,374.030 238,297.47 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 100.000 3,000.00 1,611.000 48,330.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 192.000 8,448.00 (SUBSTRUCTURE) 00 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 44.000 308,000.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 16.000 7,792.00 38.000 18,506.00 S) UNIT (SUBSTRUCTURE) 02 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 96.000 192,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 62.000 14,136.00 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 21.000 9,358,818.00 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 4.000 887,404.00 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 4.000 1,600,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 4.000 1,315,968.00 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 3.000 889,641.00 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 3,562,700.00 148,696.030 3,420,008.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 12,147.080 279,382.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 6,137.200 2,516,252.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 12,858.840 266,820.93 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 112.000 1,960.00 524.000 9,170.00 S) (SUBSTRUCTURE) 23 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 825,008.000 742,507.20 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 26,306.000 34,197.80 1,346,689.000 1,750,695.70 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 828,000.000 1,076,400.00 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 60.000 2,382,000.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 237,482.000 341,974.08 19,079,281.100 27,474,164.78 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 735,038.000 301,365.58 17,653,149.550 7,237,791.32 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 743,760.00 735.000 8,820.00 42,714.000 512,568.00 S) (SUBSTRUCTURE) 31 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 16.000 102,320.00 85.000 543,575.00 SF)(SUBSTRUCTURE) 32 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.087 153,120.00 0.414 728,640.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 16,660.000 1,149,540.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 1.000 100,000.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 180,826.200 833,608.78 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 3,581.500 14,326.00 175,211.000 700,844.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 1.000 316,536.00 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.050 6,056.85 0.920 111,446.04 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 1.000 771,564.00 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.061 100,770.41 0.750 1,238,980.50 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 1.000 216,855.00 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 109.000 10,355.00 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.096 4,454.40 0.956 44,358.40 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 1.000 188,435.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.150 168,293.70 0.800 897,566.40 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.016 25,847.52 0.816 1,318,223.52 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.997 142,153.26 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 1,441.000 1,119,657.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 1,028.000 896,416.00 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,155.000 125,895.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 367.500 384,405.00 13,564.460 14,188,425.16 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 0.061 30,457.85 0.916 457,367.04 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 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.200 5,961.40 399.200 290,218.40 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 8.000 2,728.00 2,888.000 984,808.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 88.000 26,928.00 5,712.470 1,748,015.82 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 80.000 20,480.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 23,834.420 381,350.72 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 153.000 4,284.00 1,653.000 46,284.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 5.000 650,000.00 60.000 7,800,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 2,827.000 212,025.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 464.000 3,619,200.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 66.000 1,551,000.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 8.000 192,928.00 60.000 1,446,960.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 3.000 38,739.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 464.000 4,575,504.00 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 4.000 23,012.00 66.000 379,698.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 -197.000 -3,546.00 1,751.000 31,518.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 279.500 20,962.50 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 123.000 3,997.50 1,680.000 54,600.00 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 9,632.000 317,856.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 816.000 37,536.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 246.590 11,836.32 S) (SUPERSTRUCTURE) 77 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 1.000 23,000.00 12.000 276,000.00 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 82.000 18,450.00 495.000 111,375.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 270.000 1,508,760.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 122.400 605,635.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 4,875.970 4,388.37 3,071,112.000 2,764,000.80 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 178,022.000 231,428.60 3,488,943.600 4,535,626.68 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 1,600.000 8,000.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 38,445.400 165,699.67 600,357.960 2,587,542.81 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 177,400.000 374,314.00 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 4,052.870 5,755.08 10,621,126.190 15,081,999.19 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 148,880.670 265,007.59 9,824,343.680 17,487,331.75 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 3,002.000 54,156.08 219,306.000 3,956,280.24 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 29,063.000 49,407.10 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 27,666.800 213,311.03 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 104.000 1,518,400.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 1,256.000 232,360.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 3.600 126,486.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 8.000 887,024.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.053 100,700.00 1.000 1,900,000.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 258.010 15,996.62 263,204.239 16,318,662.82 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 1.000 100,000.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 94,945.400 248,756.95 439,986.800 1,152,765.42 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 13,601.000 59,708.39 82,716.000 363,123.24 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 10,578.800 17,560.81 382,815.900 635,474.39 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 1,817.500 98,145.00 9,469.500 511,353.00 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 33.200 10,258.80 4,577.200 1,414,354.80 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,227.000 441,720.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:20 PM ESTIMATE NO. 59 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/05 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,128,153.74 424,673,022.16 ADJUSTMENT OF COMPENSATION 959,376.56 70,613,401.67 EXTRA WORK 4,059,137.31 81,007,486.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,146,667.61 576,293,910.23 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 11,146,667.61 620,781,228.23 MATERIALS ON HAND ON SITE 19,496,195.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,062.14 -498,003.32 TOTAL 11,141,605.47 639,779,419.91 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 06/01/05 1562 0 153 4 95% 97% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/05