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 02/25/03 EST. NO.33 TIME 01:32 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 --------------------------------------------------------------------------- 003 0010 411.07 E.W. @ F.A.(+) 090302 N 5467 0 022 0133-1 -5,758.98 E.W. @ F.A.(+) 070202 N 4536 0 DAO CORRECTING ENTRY 0337 111,929.44 E.W. @ U.P (+) 111802 N 6791 0 0338 134,162.00 011603 N 7431 0 0339 20,041.83 011603 N 7430 0 0340 93.50 E.W. @ F.A.(+) 102502 N 6451 0 0341 327.25 101302 N 6452 0 0342 420.75 101602 N 6453 0 0343 273.66 091802 N 5903 0 0344 1,345.83 091702 N 5904 0 0345 132,053.74 E.W. @ U.P (+) 121802 N 7035 0 0346 10,683.00 121802 N 7034 0 0347 16,863.39 121802 N 7033 0 038 0033-1 -1,309.82 E.W. @ F.A.(+) 090501 N 1772 0 DAO CORRECTING ENTRY 0033-2 1,954.96 090501 N 1772 0 DAO CORRECTING ENTRY 0081 1,869.42 031902 N 6517 0 0082 2,929.93 030102 N 6506 0 0083 1,971.75 031802 N 6518 0 0084 1,337.85 031502 N 6519 0 0085 2,241.51 031402 N 6520 0 0086 1,689.69 031302 N 6521 0 0087 426.13 031202 N 6522 0 0088 2,996.46 031102 N 6523 0 0089 2,791.80 030702 N 6525 0 0090 2,791.80 030802 N 6524 0 0091 979.39 050202 N 6514 0 0092 2,115.89 030602 N 6527 0 0093 2,842.97 032102 N 6515 0 0095 592.83 050902 N 6513 0 0096 2,791.80 032202 N 6526 0 089 0043-7 -9,353.38 E.W. @ F.A.(+) 032202 N 2978 0 DAO CORRECTING ENTRY 0044-7 -7,989.30 032902 N 3109 0 DAO CORRECTING ENTRY 0045-3 -6,946.65 012902 N 1970 0 DAO CORRECTING ENTRY 0053-3 -8,242.99 013002 N 1999 0 DAO CORRECTING ENTRY 0054-3 -9,372.11 032602 N 3107 0 DAO CORRECTING ENTRY 0055-3 -7,441.29 013102 N 2000 0 DAO CORRECTING ENTRY 0056-3 -8,209.28 020102 N 2001 0 DAO CORRECTING ENTRY 0057-5 -7,529.38 032102 N 2977 0 DAO CORRECTING ENTRY 0059-7 -7,013.70 020602 N 2061 0 DAO CORRECTING ENTRY 0060-7 -9,084.64 021502 N 2483 0 DAO CORRECTING ENTRY 0131-3 -9,375.91 041702 N 3420 0 DAO CORRECTING ENTRY 0137-7 -5,471.24 042302 N 3473 0 DAO CORRECTING ENTRY 0139-5 -5,253.36 042202 N 3472 0 DAO CORRECTING ENTRY 0199-2 6,538.17 052002 N 3759 0 DAO CORRECTING ENTRY 0234 38,165.85 061202 N 4052 0 0260-1 -5,490.43 060402 N 4351 0 DAO CORRECTING ENTRY 0261-1 -6,190.59 060302 N 4350 0 DAO CORRECTING ENTRY 0302-2 7,805.09 062702 N 4451 0 DAO CORRECTING ENTRY 0303-2 8,057.30 062602 N 4450 0 DAO CORRECTING ENTRY 0304-2 8,498.64 062502 N 4449 0 DAO CORRECTING ENTRY 0306-2 6,160.17 062402 N 4448 0 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. 2 DATE 02/25/03 EST. NO.33 TIME 01:32 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 --------------------------------------------------------------------------- 0335 4,488.38 081302 N 4985 0 0635 6,073.06 110702 N 6703 0 0636 470.06 110702 N 6714 0 0638 8,745.00 111102 N 6717 0 0639 4,271.11 111202 N 6887 0 0644-1 -4,364.83 102902 N 6600 0 DAO CORRECTING ENTRY 0647 18,645.00 093001 N 6870 0 0650 1,567.50 111102 N 6718 0 0654-1 -3,654.02 102202 N 6595 0 DAO CORRECTING ENTRY 0671 537.26 112502 N 6896 0 0676 27,413.10 112602 N 6899 0 0679 11,466.38 112602 N 6902 0 0680 1,270.12 112202 N 6881 0 0684 5,958.15 112202 N 6880 0 0685 2,115.20 073001 N 6868 0 0686 5,185.75 072301 N 6863 0 0687 4,912.74 080101 N 6865 0 0688 4,265.01 080201 N 6866 0 0689 1,222.50 080301 N 6867 0 0695 3,267.98 101402 N 6411 0 0696 3,980.48 102102 N 6593 0 0697 3,887.61 103002 N 6601 0 0698 4,306.13 103102 N 6602 0 0699 5,348.16 110402 N 6882 0 0700 3,272.17 100702 N 6407 0 0701 5,358.67 091602 N 6388 0 0702 4,617.08 091602 N 6392 0 0703 4,810.54 092302 N 6397 0 0704 3,139.10 092402 N 6398 0 0705 5,047.78 092702 N 6401 0 0710 5,075.96 100302 N 6405 0 0711 4,673.51 100402 N 6406 0 0713 4,124.46 090602 N 6387 0 0714 5,336.22 091102 N 6389 0 0715 4,698.97 091202 N 6390 0 0716 4,139.75 091302 N 6391 0 0717 4,639.88 091702 N 6393 0 0718 3,654.02 091802 N 6394 0 0720 2,207.80 092502 N 6399 0 0721 4,053.61 092002 N 6396 0 0738 4,774.96 112702 N 6907 0 0767 4,061.34 E.W. @ U.P (+) 011603 N 7429 0 0768 33,140.31 011603 N 7428 0 099 0167 2,852.53 E.W. @ F.A.(+) 102202 N 7000 0 0168 1,639.58 102202 N 6999 0 0169 1,703.43 101802 N 6996 0 0170 1,458.39 101802 N 6997 0 0171 1,771.74 102102 N 6998 0 115 0001 1,556.15 A.C. @ L.S.(+) 010703 N 0713 0 132 0051-1 -10,017.08 E.W. @ F.A.(+) 111601 N 2898 0 DAO CORRECTING ENTRY 0051-2 10,888.02 111601 N 2898 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/25/03 EST. NO.33 TIME 01:32 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 --------------------------------------------------------------------------- 0180 1,699.17 110402 N 7348 0 0182 824.58 110402 N 7351 0 0189 2,029.23 103002 N 7387 0 137 0001 24,915.00 A.C. @ L.S.(+) 122602 N 7152 0 153 0216-1 -6,905.18 E.W. @ F.A.(+) 090702 N 4927 0 DAO CORRECTING ENTRY 0216-2 6,589.44 090702 N 4927 0 DAO CORRECTING ENTRY 0242 70.69 101902 N 6980 0 0243 96.17 110502 N 6981 0 0244 10.21 060302 N 6260 0 0245 10.21 060402 N 6261 0 0246 10.21 060502 N 6262 0 0247 10.21 060602 N 6263 0 0248 10.21 060702 N 6264 0 0249 10.21 061002 N 6265 0 0250 10.21 061102 N 6266 0 0251 10.21 061202 N 6267 0 0252 10.21 061302 N 6268 0 0253 10.21 061402 N 6269 0 0254 10.21 061702 N 2670 0 0255 10.21 061702 N 6271 0 0256 10.21 061902 N 6272 0 0257 10.21 062002 N 6273 0 0258 10.21 062102 N 6274 0 0259 10.21 062402 N 6275 0 0260 10.21 062502 N 6276 0 0261 10.21 062602 N 6277 0 0262 10.21 062702 N 6278 0 0263 10.21 062802 N 6279 0 0264 10.21 070102 N 6280 0 0265 10.21 070202 N 6281 0 0266 10.21 070302 N 6282 0 0267 10.21 070402 N 6283 0 0268 10.21 070502 N 6284 0 0269 10.21 070802 N 6285 0 0270 10.21 070902 N 6286 0 0271 10.21 071002 N 6287 0 0272 10.21 071102 N 6288 0 0273 10.21 071202 N 6289 0 0274 10.21 071502 N 6290 0 0275 10.21 071602 N 6291 0 0276 10.21 071702 N 6292 0 0277 10.21 071802 N 6293 0 0278 10.21 071902 N 6294 0 0279 10.21 072202 N 6295 0 0280 10.21 072302 N 6296 0 0281 10.21 072402 N 6297 0 0282 10.21 072502 N 6298 0 0283 10.21 072602 N 6299 0 0284 10.21 072902 N 6300 0 0285 10.21 073002 N 6301 0 0286 10.21 073102 N 6302 0 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 02/25/03 EST. NO.33 TIME 01:32 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 10.21 030402 N 6195 0 0288 10.21 073102 N 6194 0 0289 10.21 030502 N 6196 0 0290 10.21 030602 N 6197 0 0291 10.21 030702 N 6198 0 0292 10.21 030802 N 6199 0 0293 10.21 031102 N 6200 0 0294 10.21 031202 N 6201 0 0295 10.21 031302 N 6202 0 0296 10.21 031402 N 6203 0 0297 10.21 031502 N 6204 0 0298 10.21 031802 N 6205 0 0299 10.21 031902 N 6206 0 0300 10.21 032002 N 6207 0 0301 10.21 032102 N 6208 0 0302 10.21 032202 N 6209 0 0303 10.21 032502 N 6210 0 0304 10.21 032602 N 6211 0 0305 10.21 032702 N 6212 0 0306 10.21 032802 N 6213 0 0307 10.21 032902 N 6214 0 0308 10.62 080102 N 6303 0 0308-1 -10.62 080102 N 6303 0 DAO CORRECTING ENTRY 0308-2 10.21 080102 N 6303 0 DAO CORRECTING ENTRY 0309 10.21 080202 N 6304 0 0310 10.21 080502 N 6305 0 0311 10.21 080602 N 6306 0 0312 10.21 080702 N 6307 0 0313 10.21 080802 N 6308 0 0314 10.21 080902 N 6309 0 0315 10.21 081202 N 6310 0 0316 10.21 081302 N 6311 0 0317 10.21 081402 N 6312 0 0318 10.21 081502 N 6313 0 0319 10.21 081602 N 6314 0 0320 10.21 081902 N 6315 0 0321 10.21 082002 N 6316 0 0322 10.21 082102 N 6317 0 0323 10.21 082202 N 6318 0 0324 10.21 082302 N 6319 0 0325 10.21 082602 N 6320 0 0326 10.21 082702 N 6321 0 0327 10.21 082802 N 6322 0 0328 10.21 082902 N 6323 0 0329 10.21 083002 N 6324 0 0330 10.21 090202 N 6325 0 0331 10.21 090302 N 6326 0 0332 10.21 090402 N 6327 0 0333 10.21 090502 N 6328 0 0334 10.21 090602 N 6329 0 0335 10.21 090902 N 6330 0 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 02/25/03 EST. NO.33 TIME 01:32 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 --------------------------------------------------------------------------- 0336 10.21 091002 N 6331 0 0337 10.21 091102 N 6332 0 0338 10.21 091202 N 6333 0 0339 10.21 091302 N 6334 0 0340 10.21 091602 N 6335 0 0341 10.21 091702 N 6336 0 0342 10.21 091802 N 6337 0 0343 10.21 091902 N 6338 0 0344 10.21 092002 N 6339 0 0345 10.21 092302 N 6340 0 0346 10.21 092402 N 6341 0 0347 10.21 092502 N 6342 0 0348 10.21 092602 N 6343 0 0349 10.21 092702 N 6344 0 0350 10.21 093002 N 6345 0 0351 10.21 100102 N 6346 0 0352 10.21 100202 N 6347 0 0353 10.21 100402 N 6349 0 0354 10.21 100702 N 6350 0 0355 10.21 100802 N 6351 0 0356 10.21 100902 N 6352 0 0357 10.21 101002 N 6353 0 0358 10.21 101102 N 6354 0 0359 10.21 101402 N 6355 0 0360 10.21 101502 N 6356 0 0361 10.21 101602 N 6357 0 0362 10.21 101702 N 6358 0 0363 10.21 101802 N 6359 0 0364 10.21 102202 N 6361 0 0365 10.21 102102 N 6360 0 0366 10.21 040102 N 6215 0 0367 10.21 100302 N 6348 0 0369 10.21 050102 N 6237 0 0370 10.21 050202 N 6238 0 0371 10.21 040202 N 6216 0 0372 10.21 050302 N 6239 0 0373 10.21 040302 N 6217 0 0374 10.21 040402 N 6218 0 0375 10.21 040502 N 6219 0 0376 10.21 040802 N 6220 0 0377 10.21 050702 N 6241 0 0378 10.21 040902 N 6221 0 0379 10.21 041002 N 6222 0 0380 10.21 050602 N 6240 0 0381 10.21 041102 N 6223 0 0382 10.21 041202 N 6224 0 0384 10.21 041502 N 6225 0 0385 10.21 041602 N 6226 0 0386 10.21 050902 N 6243 0 0387 10.21 041702 N 6227 0 0388 10.21 041802 N 6228 0 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 02/25/03 EST. NO.33 TIME 01:32 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 --------------------------------------------------------------------------- 0389 10.21 041902 N 6229 0 0390 10.21 051002 N 6244 0 0391 10.21 042202 N 6230 0 0392 10.21 042302 N 6231 0 0393 10.21 042402 N 6232 0 0394 10.21 042502 N 6233 0 0395 10.21 051302 N 6245 0 0396 10.21 051402 N 6246 0 0397 10.21 043002 N 6236 0 0398 10.21 042902 N 6235 0 0399 10.21 051502 N 6247 0 0400 10.21 042602 N 6234 0 0401 10.21 051602 N 6248 0 0402 10.21 051702 N 6249 0 0403 10.21 052702 N 6255 0 0404 10.21 052002 N 6250 0 0405 10.21 052802 N 6256 0 0406 10.21 052902 N 6257 0 0407 10.21 053002 N 6258 0 0408 10.21 052102 N 6251 0 0409 10.21 053102 N 6259 0 0410 10.21 052202 N 6252 0 0411 10.21 052302 N 6253 0 0412 10.21 052402 N 6254 0 0416 40.01 091602 N 7382 0 154 0001-1 -1,910.57 E.W. @ F.A.(+) 112701 N 3763 0 DAO CORRECTING ENTRY 0001-2 2,256.38 112701 N 3763 0 DAO CORRECTING ENTRY 0002-1 -546.29 120501 N 3764 0 DAO CORRECTING ENTRY 0002-2 601.66 120501 N 3764 0 DAO CORRECTING ENTRY 0004-1 -5,571.89 012202 N 3766 0 DAO CORRECTING ENTRY 0004-2 6,269.72 012202 N 3766 0 DAO CORRECTING ENTRY 0005-1 -1,548.76 012102 N 3765 0 DAO CORRECTING ENTRY 0005-2 1,770.29 012102 N 3765 0 DAO CORRECTING ENTRY 0006-1 -4,373.41 013002 N 3757 0 DAO CORRECTING ENTRY 0006-2 3,664.18 013002 N 3757 0 DAO CORRECTING ENTRY 0007-1 -5,406.83 020602 N 3760 0 DAO CORRECTING ENTRY 0007-2 6,161.45 020602 N 3760 0 DAO CORRECTING ENTRY 0197-1 -4,813.89 032202 N 4003 0 DAO CORRECTING ENTRY 0197-2 4,497.16 032202 N 4003 0 DAO CORRECTING ENTRY 0198-1 -7,079.91 040502 N 4011 0 DAO CORRECTING ENTRY 0198-2 7,203.05 040502 N 4011 0 DAO CORRECTING ENTRY 0199-1 -3,046.83 040802 N 4013 0 DAO CORRECTING ENTRY 0199-2 3,087.27 040802 N 4013 0 DAO CORRECTING ENTRY 0201-1 -7,041.30 051302 N 4016 0 DAO CORRECTING ENTRY 0201-2 7,153.68 051302 N 4016 0 DAO CORRECTING ENTRY 0202-1 -5,049.63 031902 N 4000 0 DAO CORRECTING ENTRY 0202-2 5,044.30 031902 N 4000 0 DAO CORRECTING ENTRY 0203-1 -4,587.86 040502 N 4010 0 DAO CORRECTING ENTRY 0203-2 4,926.77 040502 N 4010 0 DAO CORRECTING ENTRY 0203-3 -4,926.77 040502 N 4010 0 DAO CORRECTING ENTRY 0203-4 4,180.65 040502 N 4010 0 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. 7 DATE 02/25/03 EST. NO.33 TIME 01:32 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 --------------------------------------------------------------------------- 0204-1 -4,591.28 041602 N 4015 0 DAO CORRECTING ENTRY 0204-2 4,651.79 041602 N 4015 0 DAO CORRECTING ENTRY 0206-1 -744.75 040902 N 4014 0 DAO CORRECTING ENTRY 0206-2 768.57 040902 N 4014 0 DAO CORRECTING ENTRY 0208-1 -1,229.62 031902 N 4002 0 DAO CORRECTING ENTRY 0208-2 1,083.88 031902 N 4002 0 DAO CORRECTING ENTRY 0210-1 -1,080.83 032602 N 4006 0 DAO CORRECTING ENTRY 0210-2 1,090.84 032602 N 4006 0 DAO CORRECTING ENTRY 0211-1 -917.89 032602 N 4008 0 DAO CORRECTING ENTRY 0211-2 933.25 032602 N 4008 0 DAO CORRECTING ENTRY 0216 3,716.68 073102 N 4790 0 0221 5,787.06 082002 N 5083 0 0225 8,855.67 040902 N 6129 0 0227 13,380.38 082602 N 6956 0 0234 1,776.29 120602 N 7069 0 0236 2,944.09 120202 N 7067 0 0237 2,832.00 112502 N 7019 0 166 0001 2,515.00 A.C. @ L.S.(+) 101602 N 0001 0 167 0001 13,055.90 A.C. @ L.S.(+) 122702 N 7155 0 193 0001 85,649.00 A.C. @ L.S.(+) 101802 N 4775 0 208 0172 6,623.03 E.W. @ F.A.(+) 060602 N 7347 0 0173 4,724.63 060702 N 7346 0 0183 1,970.48 073002 N 6005 0 0185 4,640.47 073002 N 6006 0 0192 248.35 060602 N 7347S0 0193 91.78 060702 N 7346S0 0194 62.03 073002 N 6005S0 211 0001 13,900.00 E.W. @ L.S.(+) 010703 N 7313 0 217 0003 2,825.28 E.W. @ U.P (+) 121802 N 7038 0 221 0016 403.07 E.W. @ F.A.(+) 082902 N 6189 0 0017 2,008.88 080602 N 5075 0 0018 1,094.12 100302 N 6937 0 0019 144.94 101102 N 6936 0 0020 997.97 100102 N 6935 0 0022 1,674.18 093002 N 6934 0 0023 855.40 092602 N 6933 0 0025 2,095.38 100202 N 6938 0 0026 980.91 071702 N 5070 0 0027 2,400.60 071802 N 5071 0 0028 861.94 071902 N 5072 0 230 0100 1,446.34 A.C. @ F.A.(+) 082002 N 5014 0 0246 2,488.97 091202 N 6370 0 0246-1 -2,488.97 091202 N 6370 0 DAO CORRECTING ENTRY 0246-2 2,366.10 091202 N 6370 0 DAO CORRECTING ENTRY 0247 1,498.39 090402 N 6371 0 0252 3,104.49 101202 N 6380 0 0253 7,631.35 100302 N 6381 0 0272 1,923.79 111402 N 7017 0 0275 708.68 112502 N 7075 0 0277 8,562.04 101402 N 6733 0 0292 781.96 100302 N 6381S0 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 02/25/03 EST. NO.33 TIME 01:32 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 --------------------------------------------------------------------------- 0293 11,919.10 061802 N 7353 0 0295 6,378.85 072402 N 7355 0 0296 7,689.52 072502 N 7360 0 0297 7,610.92 071502 N 7356 0 0299 4,221.24 071502 N 7358 0 0300 13,553.19 101002 N 7359 0 0301 6,527.72 082302 N 7361 0 0303 7,281.19 081202 N 7395 0 0305 7,439.54 101502 N 7397 0 0306 6,770.33 103102 N 7398 0 0307 4,452.95 110402 N 7399 0 0308 4,196.91 110702 N 7400 0 0309 13,403.48 073002 N 7401 0 0310 6,332.47 082202 N 7402 0 0311 6,847.08 082702 N 7403 0 0312 1,830.90 092502 N 7404 0 0314 297.04 082202 N 7402S0 0315 469.90 082302 N 7361S0 0316 657.13 110402 N 7399S0 0317 319.26 073002 N 7401S0 0318 756.40 072402 N 7355S0 0319 70.95 081202 N 7395S0 0320 788.16 072502 N 7360S0 0321 248.13 092502 N 7404S0 0322 137.68 103102 N 7398S0 0323 40.20 110702 N 7400S0 0324 85.93 071502 N 7356S0 0325 45.58 061802 N 7353S0 0326 239.51 082702 N 7403S0 239 0001 1,611,000.00 A.C. @ L.S.(+) 022403 N 0001 0 275 0055 459.90 E.W. @ F.A.(+) 112602 N 6922 0 0056 1,977.02 111902 N 6919 0 0057 759.48 112502 N 6920 0 0058 229.96 112702 N 6921 0 292 0001 49,972.00 E.W. @ L.S.(+) 011103 N 7328 0 2,694,267.56 TOTAL THIS ESTIMATE 18,898,623.20 TOTAL PREVIOUS ESTIMATE 21,592,890.76 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 02/25/03 EST. NO.33 TIME 01:32 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 02/25/03 EST. NO.33 TIME 01:32 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 -14,015.94 -62,185.64 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 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 02/25/03 EST. NO.33 TIME 01:32 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- WESTAR PAYROLL - DEC -10,000.00 31 WESTAR PAYROLL DEC -10,000.00 32 WESTAR PAYROLL JAN -10,000.00 33 -10,000.00 -40,000.00 TOTAL DEDUCTIONS -24,015.94 -102,185.64 PROGRAM CAS145 PAGE 1 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TIME RELATED OVERHEAD WDAY 45,000.0000 5,250,000.00 31.000 1,395,000.00 862.000 38,790,000.00 002 ESTABLISH MARINE ACCESS LS 8250,000.0000 8,250,000.00 1.000 18,250,000.00 003 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 51,000.0000 51,000.00 0.020 1,020.00 0.540 27,540.00 SYSTEM DATA DELIVERY 004 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 400.000 2,000.00 2,650.000 13,250.00 005 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 1.000 9,500.00 006 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 007 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 387.800 1,745.10 008 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.587 22,540.80 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.719 635,596.00 010 INFORMATIONAL SIGN BOARD EA 2,700.0000 5,400.00 2.000 5,400.00 011 PROGRESS SCHEDULE (CRITICAL PATH) LS 250,000.0000 250,000.00 0.045 11,250.00 0.620 155,000.00 012 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 0.750 22,500.00 PLAN 013 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 0.024 19,248.00 0.623 499,646.00 014 TEMPORARY SILT FENCE LF 9.0000 54,000.00 3,966.100 35,694.90 015 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.010 3,490.00 0.748 261,052.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.594 2,099,196.00 (S) 017 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 1,392.000 3,480.00 83,024.000 207,560.00 (S) 018 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 243.000 1,579.50 (S) 019 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 139.000 556.00 9,472.000 37,888.00 (S) 020 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 (S) 021 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 580.000 19,140.00 81,480.000 2,688,840.00 022 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 77,664.000 291,240.00 PROGRAM CAS145 PAGE 2 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 703.2500 171,593.00 763.000 536,579.75 024 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 1.000 14,587.00 2.000 29,174.00 CUSHION/END TREATMENT 025 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 026 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 027 REMOVE STEEL PIPES LF 52.0000 10,400.00 217.000 11,284.00 028 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 0.000 0.00 029 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 82,411.000 61,808.25 PAVEMENT MARKING 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 48,340.000 96,680.00 PAVEMENT MARKING 031 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 032 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 1,335.000 35,377.50 AND SLOPE PROTECTION MATERIAL 033 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 034 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 (S) 035 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 0.000 0.00 (S) 036 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 037 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 0.000 0.00 (S) 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 040 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 041 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 (S) 042 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 5.100 459.00 043 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 044 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 045 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 046 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 047 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 (S) 048 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 049 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 (S) 051 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 1,383.000 968.10 (S) 052 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 (S) 053 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 (S) 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 (S) (BROKEN 17-7) 055 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 (S) 056 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 (S) 057 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 058 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.212 169,600.00 (S) 059 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.107 74,900.00 0.524 366,800.00 (S) SYSTEM 060 LIGHTING LS 700,000.0000 700,000.00 0.000 0.00 (S) 061 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.000 0.00 (S) 062 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.054 37,800.00 0.061 42,700.00 (S) 063 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.006 4,200.00 0.122 85,400.00 (S) 064 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.013 9,100.00 0.959 671,300.00 (S) (BACK UP POWER SYSTEM) 065 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.015 30,000.00 0.240 480,000.00 (S) 066 BUILDING WORK LS 50,000.0000 50,000.00 0.200 10,000.00 (S) 067 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 30.000 2,550.00 1,000.000 85,000.00 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 068 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.026 48,121.66 0.384 710,719.87 (SUBSTRUCTURE) 069 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.944 566,922.03 (SUBSTRUCTURE) 070 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.024 132,982.42 0.363 2,011,359.04 (SUBSTRUCTURE) 071 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 072 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 -357.690 -14,844.14 34,999.880 1,452,495.02 (F) (SUBSTRUCTURE) 073 PIER BACKFILL CY 166.0000 413,340.00 47.970 7,963.02 1,634.570 271,338.62 (F) (SUBSTRUCTURE) 074 ARMOR ROCK CY 113.0000 708,510.00 100.000 11,300.00 2,633.420 297,576.46 (F) (SUBSTRUCTURE) 075 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 (S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 4,798.440 321,495.48 (SUBSTRUCTURE) 077 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 72.000 164,304.00 (S) (SUBSTRUCTURE) 078 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 0.000 0.00 (S) (SUBSTRUCTURE) 079 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 0.000 0.00 (S) EXTENSION (SUBSTRUCTURE) 080 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 1,686.000 53,952.00 10,165.800 325,305.60 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 16.000 50,864.00 116.000 368,764.00 (S) (SUBSTRUCTURE) 082 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 8,161.800 383,604.60 (SUBSTRUCTURE) 083 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 58.000 148,422.00 (S) (SUBSTRUCTURE) 084 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 0.000 0.00 (SUBSTRUCTURE) 085 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 0.000 0.00 (S) (SUBSTRUCTURE) 086 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 4,347,200.00 171.200 1,438,080.00 392.600 3,297,840.00 (S) PILING (SUBSTRUCTURE) 087 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 088 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 (S) PILE (SUBSTRUCTURE) 089 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 982.500 1,685,970.00 CONCRETE PILING (SUBSTRUCTURE) 090 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 (S) PILE (SUBSTRUCTURE) 091 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 0.000 0.00 CONCRETE PILING (SUBSTRUCTURE) 092 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 0.000 0.00 (S) PILE (SUBSTRUCTURE) 093 MICROPILE EA 102,200.0000 9,158,200.00 7.600 776,720.00 256.000 26,163,200.00 (S) (SUBSTRUCTURE) 094 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.033 130,451.44 0.195 770,849.43 (S) (SUBSTRUCTURE) 095 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 62.000 28,706.00 391.000 181,033.00 (F) (SUBSTRUCTURE) 096 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 831.500 1,059,331.00 (F) (SUBSTRUCTURE) 097 DRILL AND BOND DOWEL LF 15.5000 209,095.00 189.920 2,943.76 9,435.430 146,249.17 (SUBSTRUCTURE) 098 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 298.000 8,940.00 (SUBSTRUCTURE) 099 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 0.000 0.00 (SUBSTRUCTURE) 100 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 0.000 0.00 (S) WALER UNIT (SUBSTRUCTURE) 101 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 0.000 0.00 (S) UNIT (SUBSTRUCTURE) 102 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 0.000 0.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 0.000 0.00 (S) (SUBSTRUCTURE) 104 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 105 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 (S) (TYPE A) (SUBSTRUCTURE) 106 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 1.000 732,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 107 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 1.000 210,575.00 (S) (TYPE C) (SUBSTRUCTURE) 108 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 1.000 380,000.00 11.000 4,180,000.00 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.760 338,700.08 10.020 4,465,493.16 (S) (TYPE A) (SUBSTRUCTURE) 110 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 111 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 0.150 33,277.65 3.580 794,226.58 (S) (TYPE B) (SUBSTRUCTURE) 112 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 0.000 0.00 (TYPE C) (SUBSTRUCTURE) 113 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.000 0.00 (S) (TYPE C) (SUBSTRUCTURE) 114 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 2.000 790,000.00 (TYPE D) (SUBSTRUCTURE) 115 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 0.490 145,308.03 1.960 581,232.12 (S) (TYPE D) (SUBSTRUCTURE) 116 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 117 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 2.000 593,870.00 (S) (TYPE E) (SUBSTRUCTURE) 118 CORE CONCRETE (3") LF 23.0000 3,562,700.00 5,294.750 121,779.25 75,428.370 1,734,852.51 (S) (SUBSTRUCTURE) 119 CORE CONCRETE (4") LF 23.0000 307,510.00 960.000 22,080.00 (S) (SUBSTRUCTURE) 120 CORE CONCRETE (14") LF 410.0000 2,537,080.00 273.000 111,930.00 3,449.200 1,414,172.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 265.000 5,498.75 8,975.330 186,238.10 (S) (SUBSTRUCTURE) 122 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 0.000 0.00 (S) (SUBSTRUCTURE) 123 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 75,000.000 67,500.00 75,000.000 67,500.00 (SF)(SUBSTRUCTURE) 124 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 4,400.000 5,720.00 78,430.000 101,959.00 (SF)(SUBSTRUCTURE) 125 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 137,750.000 179,075.00 (SF)(FENDER)(SUBSTRUCTURE) 126 STEEL CASING LB 3.2200 1,971,960.00 3,618,511.000 11,651,605.42 (SF)(SUBSTRUCTURE) 127 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 6.000 238,200.00 12.000 476,400.00 (S) (SUBSTRUCTURE) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 9,664,000.00 139,523.000 200,913.12 551,264.000 793,820.16 (F) (SUBSTRUCTURE) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 18,214.000 7,467.74 177,813.100 72,903.37 (SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 216.000 2,592.00 (S) (SUBSTRUCTURE) 131 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 0.000 0.00 (SF)(SUBSTRUCTURE) 132 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.000 0.00 (S) (SUBSTRUCTURE) 133 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 30.000 2,070.00 5,441.000 375,429.00 (SF)(SUBSTRUCTURE) 134 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.002 200.00 0.356 35,600.00 (S) (SUBSTRUCTURE) 135 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 0.000 0.00 (SF)(SUBSTRUCTURE) 136 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 7,257.000 29,028.00 (SF)(SUBSTRUCTURE) 137 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.200 63,307.20 (SUPERSTRUCTURE) 138 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.240 29,072.88 (SUPERSTRUCTURE) 139 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.000 0.00 (SUPERSTRUCTURE) 140 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.053 87,554.62 (SUPERSTRUCTURE) 141 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.303 65,707.07 (SUPERSTRUCTURE) 142 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 0.000 0.00 (SUPERSTRUCTURE) 143 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.000 0.00 (SUPERSTRUCTURE) 144 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.000 0.00 (SUPERSTRUCTURE) 145 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.000 0.00 (SUPERSTRUCTURE) 146 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.033 53,310.51 0.359 579,953.73 (SUPERSTRUCTURE) 147 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.035 4,990.34 0.035 4,990.34 (SUPERSTRUCTURE) 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 149 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 152.000 118,104.00 642.000 498,834.00 (F) (SUPERSTRUCTURE) 150 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 520.000 453,440.00 (F) (SUPERSTRUCTURE) 151 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 415.000 45,235.00 (F) (SUPERSTRUCTURE) 152 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 4,044,642.00 142.800 149,368.80 1,536.840 1,607,534.64 (S) (SUPERSTRUCTURE) 153 MICROPILE EA 22,604.0000 6,374,328.00 31.600 714,286.40 117.400 2,653,709.60 (S) (SUPERSTRUCTURE) 154 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 (S) (SUPERSTRUCTURE) 155 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 0.000 0.00 (S) (SUPERSTRUCTURE) 156 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 0.000 0.00 (S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 SEAL COURSE CONCRETE CY 727.0000 266,082.00 35.000 25,445.00 245.000 178,115.00 (SUPERSTRUCTURE) 158 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 232.000 79,112.00 648.000 220,968.00 (F) (SUPERSTRUCTURE) 159 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 80.200 24,541.20 (F) (SUPERSTRUCTURE) 160 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 0.000 0.00 (F) (TYPE R) (SUPERSTRUCTURE) 161 DRILL AND BOND DOWEL LF 16.0000 368,000.00 3,407.430 54,518.88 7,089.190 113,427.04 (SUPERSTRUCTURE) 162 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 48.000 1,344.00 184.000 5,152.00 (SUPERSTRUCTURE) 163 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 0.000 0.00 GIRDER (90'-100') (SUPERSTRUCTURE) 164 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 0.000 0.00 (SUPERSTRUCTURE) 165 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 12.000 93,600.00 16.000 124,800.00 (SUPERSTRUCTURE) 166 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 0.000 0.00 (SUPERSTRUCTURE) 167 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 0.000 0.00 (S) GIRDER (SUPERSTRUCTURE) 168 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 0.000 0.00 (S) (SUPERSTRUCTURE) 169 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 11.400 112,415.40 15.400 151,859.40 (S) (SUPERSTRUCTURE) 170 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 0.000 0.00 (S) (SUPERSTRUCTURE) 171 CORE CONCRETE (2") LF 18.0000 29,160.00 406.000 7,308.00 (S) (SUPERSTRUCTURE) 172 CORE CONCRETE (5") LF 75.0000 20,250.00 0.000 0.00 (S) (SUPERSTRUCTURE) 173 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 0.000 0.00 (S) (1 1/2") (SUPERSTRUCTURE) 174 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 1,310.000 43,230.00 3,087.000 101,871.00 (S) (SUPERSTRUCTURE) 175 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 0.000 0.00 (S) (SUPERSTRUCTURE) 176 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 32.000 1,536.00 150.090 7,204.32 (S) (SUPERSTRUCTURE) 177 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 0.000 0.00 (S) (SUPERSTRUCTURE) 178 JOINT SEAL (MR 1/2") LF 14.0000 2,380.00 0.000 0.00 (S) (SUPERSTRUCTURE) 179 JOINT SEAL (TYPE B-MR 2") LF 107.0000 18,190.00 0.000 0.00 (S) (SUPERSTRUCTURE) 180 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 0.000 0.00 (S) (SUPERSTRUCTURE) 181 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 0.000 0.00 (S) (SUPERSTRUCTURE) 182 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 183 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 30,776.200 27,698.58 329,634.670 296,671.20 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 4,542,200.00 -54,844.130 -71,297.37 135,164.870 175,714.33 (SF)(BRIDGE) (SUPERSTRUCTURE) 185 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 186 COLUMN CASING LB 4.3100 3,379,040.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 187 SHAFT CASING LB 2.1100 374,314.00 55,581.000 117,275.91 (SF)(SUPERSTRUCTURE) 188 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 4,826,504.00 424,222.000 602,395.24 2,637,628.500 3,745,432.47 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 8,585,336.00 537,525.000 956,794.50 2,637,628.500 4,694,978.73 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 5,178.000 93,411.12 63,499.000 1,145,521.96 (S) (SUPERSTRUCTURE) 191 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 0.000 0.00 (SUPERSTRUCTURE) 192 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 1,223.000 2,079.10 11,081.500 18,838.55 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 1,223.000 9,429.33 11,081.500 85,438.37 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 3.000 43,800.00 43.000 627,800.00 (SUPERSTRUCTURE) 195 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 196 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.000 0.00 (S) (SUPERSTRUCTURE) 197 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 0.000 0.00 (S) (SUPERSTRUCTURE) 198 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.015 28,500.00 0.239 454,100.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 7,521,200.00 5,330.500 330,491.00 82,425.930 5,110,407.66 (SF)(SUPERSTRUCTURE) 200 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.305 30,500.00 (SUPERSTRUCTURE) 201 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 -11,467.600 -30,045.11 277,126.400 726,071.17 (SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 202 MISCELLANEOUS METAL LB 4.3900 474,120.00 0.000 0.00 (SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 203 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 204 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 0.000 0.00 (F) (SUPERSTRUCTURE) 205 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 206 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 126.000 38,934.00 2,526.700 780,750.30 (F) (SUPERSTRUCTURE) 207 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 820.000 295,200.00 (F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 02/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:32 PM ESTIMATE NO. 33 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 02/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 02/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,525,857.90 171,383,273.33 ADJUSTMENT OF COMPENSATION 1,887,325.45 4,406,624.69 EXTRA WORK 806,942.11 17,186,266.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 12,220,125.46 192,976,164.09 208 MOBILIZATION LS 4487,318.0000 4,487,318.00 0.950 42,262,952.10 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 12,220,125.46 235,239,116.19 MATERIALS ON HAND ON SITE 42,719,965.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -24,015.94 -102,185.64 TOTAL 12,196,109.52 277,856,895.55 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/13/00 1450 11/13/00 11/13/00 04/01/05 862 0 0 0 45% 59% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/03