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 06/19/03 EST. NO.38 TIME 04:18 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 0022 1,356.39 E.W. @ F.A.(+) 020802 N 9414 0 0023 1,479.73 053102 N 9415 0 0024 1,390.20 040403 N 9417 0 0025 1,390.20 020703 N 9416 0 004 0003-1 -558.80 A.C. @ U.P.(+) 103102 N 6454 0 DAO CORRECTING ENTRY 0003-2 2,424.40 103102 N 6454 0 DAO CORRECTING ENTRY 013 0001 8,695.00 A.C. @ L.S.(+) 092501 N 0588 0 022 0134-2 4,767.71 E.W. @ F.A.(+) 070302 N 4537 0 DAO CORRECTING ENTRY 0134-3 -4,767.71 070302 N 4537 0 DAO CORRECTING ENTRY 0137-2 6,059.36 071102 N 4541 0 DAO CORRECTING ENTRY 0137-3 -6,059.36 071102 N 4541 0 DAO CORRECTING ENTRY 0138-2 6,413.58 071202 N 4542 0 DAO CORRECTING ENTRY 0138-3 -6,413.58 071202 N 4542 0 DAO CORRECTING ENTRY 0139-2 6,413.58 071702 N 4545 0 DAO CORRECTING ENTRY 0139-3 -6,413.58 071702 N 4545 0 DAO CORRECTING ENTRY 0147-2 6,538.61 071502 N 4543 0 DAO CORRECTING ENTRY 0147-3 -6,538.61 071502 N 4543 0 DAO CORRECTING ENTRY 0148-2 7,111.49 070902 N 4539 0 DAO CORRECTING ENTRY 0148-3 -7,111.49 070902 N 4539 0 DAO CORRECTING ENTRY 0312-2 9,218.97 071802 N 4778 0 DAO CORRECTING ENTRY 0312-3 -9,218.97 071802 N 4778 0 DAO CORRECTING ENTRY 0372 22,896.86 041703 N 8863 0 0375 162.41 041803 N 9116 0 0376 216.08 042203 N 9117 0 0377 162.06 042303 N 9115 0 0378 162.06 041703 N 9118 0 0379 216.08 040803 N 8691 0 0380 216.08 041003 N 9114 0 0381 1,545.85 011703 N 8373 0 0393 186,868.50 E.W. @ U.P (+) 031703 N 9695 0 025 0001 30.75 A.C. @ L.S.(+) 030503 N 8169 0 0002 12,408.00 042103 N 8889 0 034 0012-7 -1,620.71 E.W. @ F.A.(+) 091201 N 1607 0 DAO CORRECTING ENTRY 0012-8 1,733.77 091201 N 1607 0 DAO CORRECTING ENTRY 038 0009-3 -847.73 E.W. @ F.A.(+) 091301 N 2615 0 DAO CORRECTING ENTRY 0009-4 949.03 091301 N 2615 0 DAO CORRECTING ENTRY 0101 299.04 013003 N 8216 0 070 0070 88,374.33 E.W. @ F.A.(+) 021502 N 2345 0 0149 7,237.89 042202 N 3334 0 089 0597 2,599.20 E.W. @ F.A.(+) 083101 N 5746-1 0623 7,286.49 110602 N 6578 0 0625 801.54 110602 N 6531 0 0626 534.14 110602 N 6530 0 0627 170.90 110502 N 6493 0 0631 453.75 110702 N 6710 0 0632-1 -6,644.40 110702 N 6707 0 DAO CORRECTING ENTRY 0633 389.17 110702 N 6705 0 0637 556.08 110702 N 6711 0 0657-3 -5,445.76 101702 N 6414 0 DAO CORRECTING ENTRY 0657-4 5,524.96 101702 N 6414 0 DAO CORRECTING ENTRY 0658-3 -5,970.93 101602 N 6413 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 06/19/03 EST. NO.38 TIME 04:18 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 --------------------------------------------------------------------------- 0658-4 6,058.05 101602 N 6413 0 DAO CORRECTING ENTRY 0659-3 -4,014.49 101502 N 6412 0 DAO CORRECTING ENTRY 0659-4 4,077.85 101502 N 6412 0 DAO CORRECTING ENTRY 0661-3 -5,240.80 101102 N 6410 0 DAO CORRECTING ENTRY 0661-4 5,320.00 101102 N 6410 0 DAO CORRECTING ENTRY 0662-3 -5,217.09 101002 N 6409 0 DAO CORRECTING ENTRY 0662-4 5,296.29 101002 N 6409 0 DAO CORRECTING ENTRY 0663-3 -2,967.71 100902 N 6408 0 DAO CORRECTING ENTRY 0663-4 3,015.23 100902 N 6408 0 DAO CORRECTING ENTRY 0664-3 -5,588.80 100202 N 6404 0 DAO CORRECTING ENTRY 0664-4 5,675.92 100202 N 6404 0 DAO CORRECTING ENTRY 0666-1 -4,026.99 093002 N 6402 0 DAO CORRECTING ENTRY 0666-2 4,090.35 093002 N 6402 0 DAO CORRECTING ENTRY 0670 333.50 112502 N 6894 0 0672 1,397.74 112502 N 6895 0 0673 94.60 112502 N 6892 0 0678 2,041.11 112602 N 6901 0 0683 231.56 112202 N 6878 0 0693-1 -952.60 120402 N 6960 0 DAO CORRECTING ENTRY 0693-2 4,180.54 120402 N 6960 0 DAO CORRECTING ENTRY 0694-1 -3,182.65 092602 N 6400 0 DAO CORRECTING ENTRY 0694-2 3,222.25 092602 N 6400 0 DAO CORRECTING ENTRY 0695-3 -3,644.37 101402 N 6411 0 DAO CORRECTING ENTRY 0695-4 3,707.73 101402 N 6411 0 DAO CORRECTING ENTRY 0704-5 -3,931.59 092402 N 6398 0 DAO CORRECTING ENTRY 0704-6 4,007.16 092402 N 6398 0 DAO CORRECTING ENTRY 0707 664.55 120202 N 6916 0 0709-1 -552.27 120202 N 6915 0 DAO CORRECTING ENTRY 0709-2 7,138.38 120202 N 6915 0 DAO CORRECTING ENTRY 0710-3 -5,588.80 100302 N 6405 0 DAO CORRECTING ENTRY 0710-4 5,675.92 100302 N 6405 0 DAO CORRECTING ENTRY 0711-3 -5,139.74 100402 N 6406 0 DAO CORRECTING ENTRY 0711-4 5,218.94 100402 N 6406 0 DAO CORRECTING ENTRY 0718-3 -4,026.99 091802 N 6394 0 DAO CORRECTING ENTRY 0718-4 4,151.60 091802 N 6394 0 DAO CORRECTING ENTRY 0721-3 -4,473.21 092002 N 6396 0 DAO CORRECTING ENTRY 0721-4 4,607.40 092002 N 6396 0 DAO CORRECTING ENTRY 0729-1 -5,481.71 112102 N 6872 0 DAO CORRECTING ENTRY 0729-2 6,033.13 112102 N 6872 0 DAO CORRECTING ENTRY 0730-1 -779.89 112002 N 6857 0 DAO CORRECTING ENTRY 0730-2 1,938.08 112002 N 6857 0 DAO CORRECTING ENTRY 0731-1 -7,847.21 112102 N 6858 0 DAO CORRECTING ENTRY 0731-2 9,079.90 112102 N 6858 0 DAO CORRECTING ENTRY 0732-1 -4,930.29 112102 N 6869 0 DAO CORRECTING ENTRY 0732-2 5,239.36 112102 N 6869 0 DAO CORRECTING ENTRY 0734-1 -3,378.34 112102 N 6871 0 DAO CORRECTING ENTRY 0734-2 7,856.13 112102 N 6871 0 DAO CORRECTING ENTRY 0748-1 -521.16 120902 N 6965 0 DAO CORRECTING ENTRY 0748-2 699.56 120902 N 6965 0 DAO CORRECTING ENTRY 0846 106.13 081902 N 9112 0 124 0036 191.80 E.W. @ F.A.(+) 012103 N 8215 0 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 06/19/03 EST. NO.38 TIME 04:18 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 --------------------------------------------------------------------------- 0037 2,140.00 101601 N 2011 0 0038 282.59 100401 N 0788 0 132 0293 5,159.03 E.W. @ F.A.(+) 031703 N 9054 0 0297 519.47 031003 N 8550S0 0298 1,205.03 013003 N 8209S0 0299 1,988.37 040403 N 9368 0 0300 275.14 040403 N 9368S0 0301 1,105.50 040803 N 9369 0 0302 107.95 040403 N 9369S0 0305 3,702.88 040303 N 9365 0 0306 75.19 040303 N 9365S0 0307 1,776.99 040403 N 9366 0 0308 116.20 040403 N 9366S0 0311 7,088.29 040803 N 9362 0 0312 282.98 040803 N 9362S0 0315 2,680.15 040503 N 9360 0 0318 161.66 031703 N 9054S0 0319 2,005.18 040703 N 9358 0 0320 274.59 040703 N 9358S0 0321 1,418.16 041403 N 9363 0 0322 4.88 041403 N 9363S0 0323 7,014.94 040303 N 9357 0 0324 28.61 040303 N 9357S0 153 0036-2 1,566.33 E.W. @ F.A.(+) 010702 N 2326 0 DAO CORRECTING ENTRY 0053 659.70 012402 N 2542 0 0054-1 -103.78 012302 N 2541 0 DAO CORRECTING ENTRY 0054-2 205.84 012302 N 2541 0 DAO CORRECTING ENTRY 0062-1 -84.28 013102 N 2547 0 DAO CORRECTING ENTRY 0062-2 182.84 013102 N 2547 0 DAO CORRECTING ENTRY 0099 249.61 020602 N 2983 0 0099-1 -249.61 020602 N 2983 0 DAO CORRECTING ENTRY 0099-2 118.33 020602 N 2983 0 DAO CORRECTING ENTRY 0167 552.66 051502 N 4212 0 0239 11,141.20 120402 N 6958 0 0383 10.21 050802 N 6242 0 0413 171.00 101202 N 6979 0 0435 95.31 072902 N 7701 0 0436 65.75 080102 N 7702 0 0437 24.54 080202 N 7703 0 0438 95.99 080302 N 7704 0 0439 72.05 080502 N 7705 0 0440 61.52 080702 N 7706 0 0444 131.90 081402 N 7710 0 0446 31.77 082002 N 7712 0 0449 61.93 082302 N 7715 0 0450 142.92 082602 N 7716 0 0451 31.44 090502 N 7717 0 0453 40.45 090902 N 7719 0 0460 61.52 091902 N 7726 0 0463 132.88 092602 N 7729 0 0464 51.97 092702 N 7730 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 06/19/03 EST. NO.38 TIME 04:18 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 --------------------------------------------------------------------------- 0465 56.70 093002 N 7731 0 0466 100.13 100102 N 7732 0 0468 31.77 100402 N 7734 0 0470 35.14 101102 N 7736 0 0472 32.90 101502 N 7738 0 0478 23.69 103102 N 7744 0 0480 123.05 110802 N 7746 0 0481 113.18 111102 N 7747 0 0482 127.60 111202 N 7748 0 0485 37.43 111802 N 7751 0 0507 31.44 010203 N 7773 0 0508 355.44 010303 N 7774 0 0510 155.00 010603 N 879277 0511 398.58 010803 N 7777 0 0512 91.28 010903 N 7778 0 0549 4,728.32 042403 N 8963 0 154 0209-1 -737.52 E.W. @ F.A.(+) 040202 N 4004 0 DAO CORRECTING ENTRY 0209-2 747.79 040202 N 4004 0 DAO CORRECTING ENTRY 0286 8,215.51 031403 N 9032 0 0297 5,570.29 031303 N 9041 0 0310 636.53 033103 N 9408S0 0311 4,273.56 032803 N 9409 0 0312 708.08 032803 N 9409S0 0313 5,485.32 032803 N 9410 0 0314 198.57 032803 N 9410S0 0318 225.42 031403 N 9032S0 0319 134.00 031303 N 9041S0 164 0001 612.86 E.W. @ F.A.(+) 092602 N 5906 0 0023 954.05 050803 N 9451 0 166 0009 9,745.56 A.C. @ L.S.(+) 061603 N 166S 0 184 0001 173,670.00 A.C. @ L.S.(+) 051203 N 9400 0 197 0002 55,000.00 E.W. @ L.S.(+) 031203 N 903143 0003 41,250.00 031203 N 903379 200 0009 6,163.50 E.W. @ L.S.(+) 041403 N 200-02 201 0019-1 -462.13 E.W. @ F.A.(+) 041002 N 3173 0 DAO CORRECTING ENTRY 0019-2 672.19 041002 N 3173 0 DAO CORRECTING ENTRY 205 0001-1 -9,179.34 E.W. @ U.P (+) 101802 N 0002 0 DAO CORRECTING ENTRY 0002-1 -5,783.35 101802 N 0003 0 DAO CORRECTING ENTRY 0003-1 -19,920.19 101802 N 1001 0 DAO CORRECTING ENTRY 0026 49,532.06 060503 N 9667 0 208 0296 3,763.29 E.W. @ F.A.(+) 012903 N 8028 0 0351 191.81 022003 N 8980 0 0366 6,188.22 021803 N 8995 0 0372 181.94 012903 N 8028S0 0373 503.29 051503 N 9462 0 0429 1,610.64 032703 N 9392 0 0430 78.39 032703 N 9392S0 0449 8,471.71 040403 N 9383 0 0450 181.43 040403 N 9383 2 0451 7,307.52 040403 N 9382 0 0452 200.87 040403 N 9382S0 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 06/19/03 EST. NO.38 TIME 04:18 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 --------------------------------------------------------------------------- 0453 2,685.09 040303 N 9381 0 0454 201.76 040303 N 9381S0 0455 2,503.06 040303 N 9380 0 0456 244.05 040303 N 9380 2 0457 8,690.99 040303 N 9379 0 0458 61.95 040303 N 9379S0 0467 1,313.19 040303 N 9373 0 0468 277.45 040303 N 9373S0 0469 844.05 040203 N 9372 0 0470 106.25 040203 N 9372S0 0471 1,953.99 040103 N 9371 0 0472 1,039.18 040103 N 9370 0 0473 270.45 021803 N 8995S0 0474 76.93 040103 N 9370S0 0490 52.49 040103 N 9371S0 212 0003 5,000.00 E.W. @ L.S.(+) 040303 N 8519-1 235 0125 333.49 E.W. @ F.A.(+) 040203 N 9069 0 0141 484.30 040203 N 9070 0 0142 361.72 040703 N 9071 0 0143 723.45 040803 N 9072 0 0144 666.98 040803 N 9073 0 247 0001 265,000.00 A.C. @ L.S.(+) 061703 N 247-01 261 0006 7,325.30 A.C. @ F.A.(+) 010603 N 8497 0 0007 11,166.50 011103 N 8510 0 0008 9,107.19 011303 N 8512 0 0009 11,720.21 011403 N 8513 0 0010 11,222.31 011503 N 8514 0 0012 878.84 011603 N 8515 0 0013 5,915.43 031303 N 8327 0 0014 878.84 011603 N 8645 0 0015 988.51 011203 N 8534 0 0016 1,028.36 011103 N 8533 0 0017 394.57 010803 N 8527 0 0018 2,184.93 020403 N 8648 0 0019 307.80 011703 N 8647 0 0020 307.80 011603 N 8646 0 0021 625.86 122002 N 8719 0 0022 177.99 121902 N 8718 0 0023 2,891.61 122002 N 8720 0 0024 2,124.21 120202 N 8717 0 0025 279.51 040403 N 9337 0 0026 279.51 040303 N 8695 0 0027 976.83 040303 N 9342 0 0028 697.74 040803 N 9343 0 0029 1,052.37 041003 N 9344 0 0030 9,511.11 032003 N 8390 0 0031 6,636.67 011003 N 9453 0 0032 7,191.82 032403 N 8421 0 0033 6,462.75 032303 N 8423 0 0034 7,885.63 032403 N 8459 0 0035 1,458.12 043003 N 9121 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 06/19/03 EST. NO.38 TIME 04:18 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 --------------------------------------------------------------------------- 0036 7,036.23 032503 N 8460 0 0037 1,442.77 043003 N 9120 0 0038 5,968.36 032603 N 8474 0 0040 4,547.13 040103 N 8630 0 0041 360.90 032703 N 8693 0 0042 5,540.28 040703 N 8631 0 0044 11,622.76 032403 N 8422 0 0045 7,380.97 010803 N 9447 0 0048 555.85 041003 N 8630S0 0049 555.85 040703 N 8631S0 0050 564.88 032603 N 8474S0 264 0001 50,000.00 A.C. @ L.S.(+) 061803 N 264-10 267 0008 323,131.50 E.W. @ L.S.(+) 041503 N 903101 275 0046-1 -440.23 E.W. @ F.A.(+) 091401 N 6806 0 DAO CORRECTING ENTRY 0046-2 186.46 091401 N 6806 0 DAO CORRECTING ENTRY 0059 1,059.47 100702 N 6446 0 1,609,158.28 TOTAL THIS ESTIMATE 32,674,570.00 TOTAL PREVIOUS ESTIMATE 34,283,728.28 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 06/19/03 EST. NO.38 TIME 04:18 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 06/19/03 EST. NO.38 TIME 04:18 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 -9,110.87 -101,769.41 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PAYROLL SUBCNTR-JAN 10,000.00 07 PAYROLL (PROTEST) -10,000.00 08 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 06/19/03 EST. NO.38 TIME 04:18 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 0.00 TOTAL DEDUCTIONS -9,110.87 -101,769.41 PROGRAM CAS145 PAGE 1 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 31.000 1,395,000.00 982.000 44,190,000.00 02 ESTABLISH MARINE ACCESS LS 8250,000.0000 18,250,000.00 1.000 18,250,000.00 03 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 51,000.0000 51,000.00 0.020 1,020.00 0.620 31,620.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 200.000 1,000.00 3,050.000 15,250.00 05 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 1.000 9,500.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 387.800 1,745.10 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.671 25,766.40 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.780 689,520.00 10 INFORMATIONAL SIGN BOARD EA 2,700.0000 5,400.00 2.000 5,400.00 11 PROGRESS SCHEDULE (CRITICAL PATH) LS 250,000.0000 250,000.00 0.015 3,750.00 0.665 166,250.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 0.750 22,500.00 PLAN 13 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 0.024 19,248.00 0.719 576,638.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 3,966.100 35,694.90 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.010 3,490.00 0.788 275,012.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.678 2,396,052.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 3,727.000 9,317.50 86,751.000 216,877.50 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 243.000 1,579.50 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 646.000 2,584.00 10,118.000 40,472.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 S) 21 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 4,340.000 143,220.00 86,500.000 2,854,500.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 4,166.000 15,622.50 83,039.000 311,396.25 PROGRAM CAS145 PAGE 2 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 703.2500 171,593.00 51.000 35,865.75 848.000 596,356.00 24 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 2.000 29,174.00 CUSHION/END TREATMENT 25 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 26 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 27 REMOVE STEEL PIPES LF 52.0000 10,400.00 217.000 11,284.00 28 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 0.000 0.00 29 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 82,411.000 61,808.25 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 48,340.000 96,680.00 PAVEMENT MARKING 31 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 32 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 1,335.000 35,377.50 AND SLOPE PROTECTION MATERIAL 33 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 34 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 S) 35 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 0.000 0.00 S) 36 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 37 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 0.000 0.00 S) 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 41 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 S) 42 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 5.100 459.00 43 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 46 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 47 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 S) 48 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 49 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 S) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 1,383.000 968.10 S) 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 S) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 S) 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 S) (BROKEN 17-7) 55 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 S) 56 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 S) 57 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 58 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.229 183,200.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.524 366,800.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.000 0.00 S) 61 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.000 0.00 S) 62 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.092 64,400.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.123 86,100.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.961 672,700.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.240 480,000.00 S) 66 BUILDING WORK LS 50,000.0000 50,000.00 0.200 10,000.00 S) 67 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 1,111.000 94,435.00 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.017 31,464.16 0.447 827,322.35 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.944 566,922.03 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.376 2,083,391.18 (SUBSTRUCTURE) 71 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 72 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 34,999.880 1,452,495.02 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 1,679.350 278,772.10 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 2,749.820 310,729.66 F) (SUBSTRUCTURE) 75 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 4,798.440 321,495.48 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 18.000 41,076.00 108.000 246,456.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 0.000 0.00 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 0.000 0.00 S) EXTENSION (SUBSTRUCTURE) 80 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 690.000 22,080.00 10,855.800 347,385.60 (SUBSTRUCTURE) 81 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 6.000 19,074.00 122.000 387,838.00 S) (SUBSTRUCTURE) 82 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 10,121.900 475,729.30 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 116.000 296,844.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 0.000 0.00 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 0.000 0.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 712.920 5,988,528.00 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 1,027.000 1,762,332.00 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 1,687,176.00 147.000 386,316.00 147.000 386,316.00 CONCRETE PILING (SUBSTRUCTURE) 92 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 1.000 144,127.00 4.000 576,508.00 S) PILE (SUBSTRUCTURE) 93 MICROPILE EA 102,200.0000 49,158,200.00 24.700 2,524,340.00 338.200 34,564,040.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.044 173,935.26 0.294 1,162,203.76 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 196.500 90,979.50 1,918.000 888,034.00 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 831.500 1,059,331.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 1,043.500 16,174.25 10,976.930 170,142.42 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 298.000 8,940.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 0.000 0.00 (SUBSTRUCTURE) 00 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 0.000 0.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 0.000 0.00 S) UNIT (SUBSTRUCTURE) 02 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 0.000 0.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 0.000 0.00 S) (SUBSTRUCTURE) 04 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 05 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 S) (TYPE A) (SUBSTRUCTURE) 06 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 07 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 S) (TYPE C) (SUBSTRUCTURE) 08 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 15.000 5,700,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.230 102,501.34 14.320 6,381,822.56 S) (TYPE A) (SUBSTRUCTURE) 10 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 11 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 3.470 769,822.97 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 1.000 400,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.450 148,046.40 0.850 279,643.20 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 2.000 790,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 1.970 584,197.59 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 1.980 587,931.30 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 8,214.170 188,925.91 103,775.700 2,386,841.10 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 960.000 22,080.00 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 195.000 79,950.00 4,489.200 1,840,572.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 160.000 3,320.00 10,748.670 223,034.90 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 0.000 0.00 S) (SUBSTRUCTURE) 23 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 150,000.000 135,000.00 375,000.000 337,500.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 36,192.000 47,049.60 423,627.000 550,715.10 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 137,750.000 179,075.00 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 2.000 79,400.00 22.000 873,400.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 200,060.000 288,086.40 1,631,379.000 2,349,185.76 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 598,382.000 245,336.62 1,095,095.100 448,988.99 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 4,348.000 52,176.00 4,564.000 54,768.00 S) (SUBSTRUCTURE) 31 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 0.000 0.00 SF)(SUBSTRUCTURE) 32 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.000 0.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 910.000 62,790.00 8,382.000 578,358.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.055 5,500.00 0.531 53,100.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 0.000 0.00 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 7,257.000 29,028.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.200 63,307.20 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.240 29,072.88 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.000 0.00 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.013 21,475.66 0.072 118,942.13 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.015 3,252.83 0.384 83,272.32 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 0.000 0.00 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.000 0.00 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.000 0.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.000 0.00 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.032 51,695.04 0.456 736,654.32 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.038 5,418.08 0.143 20,389.08 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 923.000 717,171.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 857.600 747,827.20 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 90.000 9,810.00 725.000 79,025.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 148.300 155,121.80 2,327.590 2,434,659.14 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 5.100 115,280.40 194.000 4,385,176.00 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 0.000 0.00 S) (SUPERSTRUCTURE) 56 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 0.000 0.00 S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 SEAL COURSE CONCRETE CY 727.0000 266,082.00 41.000 29,807.00 286.000 207,922.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 100.000 34,100.00 1,500.000 511,500.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 8.000 2,448.00 338.276 103,512.46 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 0.000 0.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 2,482.000 39,712.00 13,059.110 208,945.76 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 68.000 1,904.00 478.000 13,384.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 0.000 0.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 0.000 0.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 44.000 343,200.00 124.000 967,200.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 0.000 0.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 0.000 0.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 0.000 0.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 29.400 289,913.40 78.200 771,130.20 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 0.000 0.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 406.000 7,308.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 0.000 0.00 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 0.000 0.00 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 1,065.000 35,145.00 5,782.000 190,806.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 74.000 3,404.00 297.000 13,662.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 48.000 2,304.00 230.590 11,068.32 S) (SUPERSTRUCTURE) 77 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 0.000 0.00 S) (SUPERSTRUCTURE) 78 JOINT SEAL (MR 1/2") LF 14.0000 2,380.00 0.000 0.00 S) (SUPERSTRUCTURE) 79 JOINT SEAL (TYPE B-MR 2") LF 107.0000 18,190.00 0.000 0.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 0.000 0.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 0.000 0.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 0.000 0.00 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 89,391.200 80,452.08 626,864.670 564,178.20 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 4,542,200.00 88,315.830 114,810.58 485,394.850 631,013.31 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 0.000 0.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 0.000 0.00 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 7,517.700 15,862.35 100,531.200 212,120.83 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 255,483.300 362,786.29 3,536,701.600 5,022,116.27 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 255,483.300 454,760.27 3,524,301.600 6,273,256.85 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 3,726.000 67,217.04 77,093.000 1,390,757.72 S) (SUPERSTRUCTURE) 91 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 0.000 0.00 (SUPERSTRUCTURE) 92 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 13,616.000 23,147.20 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 13,616.000 104,979.36 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 2.000 29,200.00 54.000 788,400.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 0.000 0.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.000 0.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 0.000 0.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.018 34,200.00 0.327 621,300.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 8,955.750 555,256.50 106,308.280 6,591,113.36 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.045 4,500.00 0.384 38,400.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 290,979.100 762,365.24 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 0.000 0.00 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 0.000 0.00 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 0.000 0.00 F) (SUPERSTRUCTURE) 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 387.000 119,583.00 3,460.700 1,069,356.30 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,201.000 432,360.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 04:18 PM ESTIMATE NO. 38 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 06/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,589,549.91 212,780,353.14 ADJUSTMENT OF COMPENSATION 678,669.21 13,392,887.80 EXTRA WORK 930,489.07 20,890,840.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,198,708.19 247,064,081.42 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 11,198,708.19 291,551,399.42 MATERIALS ON HAND ON SITE 45,203,491.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,110.87 -101,769.41 TOTAL 11,189,597.32 336,653,121.01 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 04/01/05 982 3 0 0 54% 68% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/03