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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 0018 1,795.68 E.W. @ F.A.(+) 082402 N 4879 0 022 0134 4,767.71 E.W. @ F.A.(+) 070302 N 4537 0 0135 7,122.10 070802 N 4538 0 0136 6,059.36 071002 N 4540 0 0137 6,059.36 071102 N 4541 0 0138 6,413.58 071202 N 4542 0 0139 6,413.58 071702 N 4545 0 0140 7,476.34 071902 N 4546 0 0146 1,584.00 040402 N 4614 0 0148 7,111.49 070902 N 4539 0 0149 8,065.82 071602 N 4544 0 0150 1,182.74 070802 N 4395 0 0312 9,218.97 071802 N 4778 0 0315 180,206.65 E.W. @ U.P (+) 101702 N 6182 0 0316 34,027.42 101702 N 6183 0 0317 35,744.59 101702 N 6181 0 0319 28,269.85 101802 N 6192 0 033 0001 19,360.00 A.C. @ L.S.(+) 053002 N 3801 0 038 0052 394.99 E.W. @ F.A.(+) 031802 N 2965 0 0067 693.97 062202 N 4654 0 0069 141.70 060402 N 5093 0 0070 283.38 060302 N 5092 0 039 0001 1,658.50 A.C. @ L.S.(+) 101802 N 0001 0 043 0001 2,090.00 A.C. @ L.S.(+) 101802 N 0001 0 054 0001 6,301.60 A.C. @ L.S.(+) 101802 N 0001 0 061 0002 2,117.50 A.C. @ L.S.(+) 101802 N 0001 0 070 0032 6,769.69 E.W. @ F.A.(+) 121001 N 1871 0 0040 29,694.28 013002 N 1885 0 0041-3 -767.90 121101 N 1958 0 DAO CORRECTING ENTRY 0041-4 1,087.81 121101 N 1958 0 DAO CORRECTING ENTRY 0051 1,811.61 010302 N 2057 0 0061-1 -3,825.24 121201 N 2190 0 DAO CORRECTING ENTRY 0061-2 5,735.96 121201 N 2190 0 DAO CORRECTING ENTRY 0090-3 -5,569.74 121501 N 2329 0 DAO CORRECTING ENTRY 0090-4 5,849.75 121501 N 2329 0 DAO CORRECTING ENTRY 0101-2 2,184.86 121301 N 2516 0 DAO CORRECTING ENTRY 0105-1 -4,008.09 122101 N 2558 0 DAO CORRECTING ENTRY 0105-2 4,934.02 122101 N 2558 0 DAO CORRECTING ENTRY 0115 3,752.31 121401 N 2870 0 0116-4 7,423.92 121401 N 2868 0 DAO CORRECTING ENTRY 0118-3 -5,654.16 120701 N 2850 0 DAO CORRECTING ENTRY 0118-4 5,850.97 120701 N 2850 0 DAO CORRECTING ENTRY 0130-1 -323.23 121701 N 2991 0 DAO CORRECTING ENTRY 0130-2 395.90 121701 N 2991 0 DAO CORRECTING ENTRY 0156 1,533.73 042202 N 3342 0 0159-1 -3,775.75 041202 N 3218 0 DAO CORRECTING ENTRY 0159-2 2,026.75 041202 N 3218 0 DAO CORRECTING ENTRY 0200 1,822.21 121801 N 5003 0 0201 3,441.61 121901 N 5004 0 0202 2,711.44 121701 N 5002 0 0203 10,503.72 121601 N 4986 0 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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 727.60 120301 N 4938 0 0205 2,900.53 120301 N 4919 0 0206 3,695.72 120301 N 4961 0 0207 242.54 120601 N 4963 0 0208 5,029.29 121001 N 4964 0 0209 5,037.17 121501 N 4971 0 0210 1,355.15 121301 N 4965 0 0211 2,367.80 120401 N 4962 0 0212 185.15 122101 N 4772 0 0213 39.73 122001 N 4771 0 0214 158.93 121901 N 4770 0 0215 185.15 121801 N 4769 0 0216 185.15 121801 N 4768 0 0217 185.15 121601 N 4767 0 0218 185.15 121501 N 4766 0 0219 185.15 121401 N 4765 0 0220 185.15 121301 N 4764 0 0221 185.15 121201 N 4763 0 071 0001 649.00 A.C. @ L.S.(+) 102002 N 0001 0 0002 -7.93 A.C. @ L.S.(-) 102002 N 0002 0 076 0001 6,100.49 A.C. @ L.S.(+) 101802 N 0001 0 077 0070 770.60 E.W. @ F.A.(+) 062602 N 5058 0 0076-2 904.92 070202 N 5064 0 DAO CORRECTING ENTRY 079 0001 2,200.00 A.C. @ L.S.(+) 101802 N 0001 0 0002 -513.00 A.C. @ L.S.(-) 101802 N 840851 089 0040-6 9,863.55 E.W. @ F.A.(+) 030102 N 2672 0 DAO CORRECTING ENTRY 0059-6 7,013.70 020602 N 2061 0 DAO CORRECTING ENTRY 0093-6 8,481.70 040502 N 3119 0 DAO CORRECTING ENTRY 0131-2 9,375.91 041702 N 3420 0 DAO CORRECTING ENTRY 0190 5,381.31 050802 N 3580 0 0199 6,218.82 052002 N 3759 0 0236-1 -9,350.00 061202 N 4053 0 DAO CORRECTING ENTRY 0236-2 9,934.38 061202 N 4053 0 DAO CORRECTING ENTRY 0238 3,320.33 021402 N 3716 0 0242 6,439.73 052302 N 3780 0 0244 7,678.16 052202 N 3779 0 0246 6,408.45 053102 N 3886 0 0248 6,375.74 052402 N 3781 0 0249 6,775.86 052802 N 3880 0 0251 767.65 052802 N 3879 0 0255 820.77 122101 N 3898 0 0261 6,190.59 060302 N 4350 0 0262 4,190.72 060502 N 4352 0 0266 1,713.95 030802 N 4397 0 0267 420.75 053002 N 3885 0 0270 4,789.28 060702 N 4354 0 0271 115.61 060402 N 4356 0 0273 560.96 060502 N 4357 0 0278 7,027.55 012402 N 1846-1 0279 7,279.35 062102 N 4447 0 0280 7,447.36 062002 N 4446 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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 --------------------------------------------------------------------------- 0281 7,104.88 061902 N 4445 0 0282 4,816.62 061802 N 4444 0 0283 5,351.17 061702 N 4443 0 0284 4,813.83 061402 N 4442 0 0285 4,909.66 061302 N 4441 0 0286 1,539.15 041102 N 4533 0 0287 1,541.92 071902 N 4535 0 0288 1,713.24 041902 N 4534 0 0289 1,542.57 032902 N 4488 0 0290 685.59 031502 N 4490 0 0291 1,713.95 031402 N 4489 0 0297 9,426.48 070102 N 4453 0 0298 3,909.53 061002 N 4438 0 0299 3,400.45 061102 N 4439 0 0300 4,307.02 061202 N 4440 0 0301 6,849.65 062802 N 4452 0 0302 7,459.91 062702 N 4451 0 0303 7,701.69 062602 N 4450 0 0304 7,651.82 062502 N 4449 0 0305 1,710.16 040402 N 4520 0 0306 6,035.78 062402 N 4448 0 0307 5,157.74 050702 N 3579 0 0310 685.59 030702 N 4398 0 0311 1,544.55 032102 N 4657 0 0312 6,616.76 072602 N 4785 0 0313 6,209.32 072402 N 4783 0 0314 6,209.32 072502 N 4784 0 0315 6,466.18 073102 N 4788 0 0317 6,065.06 072302 N 4780 0 0318 6,445.52 072902 N 4786 0 0319 6,466.18 073002 N 4787 0 0320 6,445.52 080102 N 4793 0 0321 3,781.98 080602 N 4794 0 0322 3,372.29 080502 N 4795 0 0323 6,010.47 053002 N 3884 0 0325 3,001.36 082602 N 4995 0 0327 730.76 080502 N 4976 0 0328 4,197.05 082702 N 4996 0 0330 4,094.63 091102 N 4978 0 0331 5,732.35 080602 N 4980 0 0332 3,363.11 080802 N 4982 0 0333 5,067.12 080702 N 4981 0 0334 3,846.24 080902 N 4983 0 0337 4,141.97 081402 N 4987 0 0338 4,026.52 081502 N 4988 0 0339 5,436.95 081902 N 4990 0 0340 5,645.38 082002 N 4991 0 0341 4,553.81 082102 N 4992 0 0344 3,658.87 081602 N 4989 0 0345 4,040.74 090402 N 5001 0 0346 3,262.09 090302 N 5000 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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 --------------------------------------------------------------------------- 0347 3,313.26 083002 N 4999 0 0348 3,359.13 082902 N 4998 0 0349 3,658.63 082802 N 4997 0 0350 56.38 081601 N 5735 0 0352 2,267.08 080601 N 5726 0 0357 867.42 011902 N 5606 0 0358 210.38 012802 N 5610 0 0360 727.19 010402 N 5614 0 0362 671.01 112301 N 5567 0 0363 671.01 112201 N 5566 0 0364 674.11 110301 N 5551 0 0388 3,207.53 121701 N 5825 0 0389 3,211.05 121801 N 5826 0 0390 3,451.92 121901 N 5827 0 0391 2,970.21 122001 N 5828 0 0392 2,729.32 122101 N 5829 0 0393 2,821.06 091701 N 5757 0 0394 3,569.87 091801 N 5758 0 0395 3,446.00 091901 N 5759 0 0396 3,446.00 092001 N 5760 0 0398 3,322.21 092101 N 5761 0 0399 3,322.21 092401 N 5762 0 0400 3,446.00 092501 N 5763 0 0401 3,446.00 092601 N 5764 0 0402 3,446.00 092401 N 5765 0 0403 3,446.00 092801 N 5766 0 0406 3,423.17 111401 N 5801 0 0407 3,551.08 102301 N 5783 0 0408 3,679.06 102201 N 5782 0 0409 3,423.17 101901 N 5781 0 0410 3,551.08 101801 N 5780 0 0411 3,519.48 100102 N 5779 0 0412 3,551.08 101601 N 5778 0 0413 3,423.17 101501 N 5777 0 0414 3,934.91 101201 N 5776 0 0415 3,679.06 101101 N 5775 0 0416 3,551.08 101001 N 5774 0 0417 3,934.91 100901 N 5773 0 0418 3,934.91 100801 N 5772 0 0419 3,423.17 100501 N 5771 0 0420 3,551.08 103001 N 5788 0 0421 3,679.06 102401 N 5784 0 0422 3,551.08 102901 N 5787 0 0423 3,551.08 102601 N 5786 0 0424 3,551.08 102501 N 5785 0 0425 3,679.06 103101 N 5789 0 0426 3,679.06 110101 N 5790 0 0427 2,890.72 082201 N 5739 0 0428 2,911.39 111201 N 5799 0 0429 2,911.39 111001 N 5798 0 0430 3,551.08 110901 N 5797 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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 --------------------------------------------------------------------------- 0431 3,679.06 110801 N 5796 0 0432 3,806.97 110701 N 5795 0 0433 3,551.08 110601 N 5794 0 0434 3,679.06 110501 N 5793 0 0435 2,911.39 110301 N 5792 0 0436 3,551.08 110201 N 5791 0 0437 3,679.06 121301 N 5823 0 0438 3,423.17 121401 N 5824 0 0439 3,295.22 111301 N 5800 0 0441 3,551.08 100101 N 5767 0 0442 3,551.08 100201 N 5768 0 0443 3,679.06 100301 N 5769 0 0444 3,551.08 100401 N 5770 0 0445 3,551.08 120501 N 5816 0 0446 2,911.39 120801 N 5819 0 0447 3,551.08 121101 N 5821 0 0448 3,551.08 121001 N 5820 0 0449 3,679.06 121201 N 5822 0 0450 4,958.42 112601 N 5809 0 0451 3,039.32 112701 N 5810 0 0452 3,295.22 112801 N 5811 0 0453 3,167.31 112901 N 5812 0 0454 3,039.32 113001 N 5813 0 0455 3,295.22 120301 N 5814 0 0456 3,551.08 120401 N 5815 0 0457 3,679.06 120601 N 5817 0 0458 3,551.08 120701 N 5818 0 0459 2,911.39 111501 N 5802 0 0460 2,911.39 111601 N 5803 0 0461 3,679.06 111901 N 5804 0 0462 3,295.22 112001 N 5805 0 0463 2,911.39 112101 N 5806 0 0464 2,911.39 112201 N 5807 0 0465 2,911.39 112301 N 5808 0 0469 648.37 012302 N 5609 0 0470 919.54 012902 N 5611 0 0471 1,393.40 010702 N 5615 0 0472 2,310.26 010902 N 5617 0 0473 2,303.35 010802 N 5616 0 0495 4,369.89 122101 N 5588 0 0496 3,566.09 122701 N 5589 0 0497 2,551.59 122801 N 5590 0 0499 5,341.40 012102 N 5607 0 0501 4,380.77 111601 N 5562 0 0502 4,746.21 111501 N 5561 0 0503 5,643.20 111001 N 5557 0 0504 4,554.66 012202 N 5608 0 0505 8,073.09 111901 N 5563 0 0514 7,106.02 011602 N 5603 0 0515 9,430.26 110101 N 5549 0 0525 7,037.82 010202 N 5591 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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 --------------------------------------------------------------------------- 0527 9,593.60 110201 N 5550 0 0532 6,661.98 011102 N 5599 0 0536 6,935.12 113001 N 5572 0 0537 6,320.76 112901 N 5571 0 0538 6,851.96 112801 N 5570 0 0539 6,460.58 112701 N 5569 0 0540 7,038.92 112601 N 5568 0 0541 6,974.07 112001 N 5564 0 0544 4,202.23 111201 N 5558 0 0546 10,427.03 011202 N 5600 0 0547 9,364.72 011002 N 5598 0 0550 8,443.00 011502 N 5602 0 0552 8,780.13 011702 N 5604 0 0562 8,627.40 011402 N 5601 0 0570 8,043.16 122001 N 5587 0 0572 9,020.13 011802 N 5605 0 0573 11,726.98 010302 N 5592 0 0578 12,678.34 010502 N 5594 0 0579 10,626.42 010702 N 5595 0 0582 9,669.93 121901 N 5586 0 0583 11,137.08 010402 N 5593 0 0584 9,413.27 010902 N 5597 0 0585 11,005.61 010802 N 5596 0 0586 83,082.85 E.W. @ U.P (+) 101702 N 6180 0 132 0101 12,184.18 E.W. @ F.A.(+) 050902 N 4714 0 0108 9,623.93 050802 N 4886 0 0110 12,636.52 051302 N 4888 0 0111 12,065.17 062102 N 4889 0 0113 4,003.46 042302 N 4891 0 153 0025-1 -1,860.80 E.W. @ F.A.(+) 010402 N 1876 0 DAO CORRECTING ENTRY 0025-2 1,484.65 010402 N 1876 0 DAO CORRECTING ENTRY 0036-1 -1,566.33 010702 N 2326 0 DAO CORRECTING ENTRY 0213 972.75 072302 N 5446 0 0214 1,564.15 072202 N 5444 0 0215 6,117.97 091702 N 5130 0 0216 6,905.18 090702 N 4927 0 154 0001 1,910.57 E.W. @ F.A.(+) 112701 N 3763 0 0002 546.29 120501 N 3764 0 0004 5,571.89 012202 N 3766 0 0005 1,548.76 012102 N 3765 0 0006 4,373.41 013002 N 3757 0 0007 5,406.83 020602 N 3760 0 0197 4,813.89 032202 N 4003 0 0198 7,079.91 040502 N 4011 0 0199 3,046.83 040802 N 4013 0 0200 7,001.47 040802 N 4012 0 0201 7,041.30 051302 N 4016 0 0202 5,049.63 031902 N 4000 0 0203 4,587.86 040502 N 4010 0 0204 4,591.28 041602 N 4015 0 0206 744.75 040902 N 4014 0 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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 --------------------------------------------------------------------------- 0208 1,229.62 031902 N 4002 0 0209 737.52 040202 N 4004 0 0210 1,080.83 032602 N 4006 0 0211 917.89 032602 N 4008 0 0214 1,714.70 080102 N 4792 0 185 0001 258.16 E.W. @ F.A.(+) 021502 N 2721 0 0003 301.51 013002 N 2719 0 0004 1,027.76 031102 N 2839 0 186 0002 242,382.75 A.C. @ L.S.(+) 101702 N 6185 0 195 0011 48,741.18 E.W. @ L.S.(+) 101702 N 0011 0 201 0201-1 -2,129.10 E.W. @ F.A.(+) 041302 N 4687 0 DAO CORRECTING ENTRY 0204 5,566.17 091702 N 5201 0 205 0001 9,179.34 E.W. @ U.P (+) 101802 N 0002 0 0002 5,783.35 101802 N 0003 0 0003 19,920.19 101802 N 1001 0 262 0001 -112,500.00 A.C. @ L.S.(-) 101802 N 0001 0 267 0001 368,000.00 E.W. @ L.S.(+) 101702 N 6184 0 2,194,230.02 TOTAL THIS ESTIMATE 11,199,884.14 TOTAL PREVIOUS ESTIMATE 13,394,114.16 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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 10/22/02 EST. NO.29 TIME 05:35 PM R.E. NAME: SCOTT, MICHAEL 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 -4,301.25 -34,100.92 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 0.00 0.00 TOTAL DEDUCTIONS -4,301.25 -34,100.92 PROGRAM CAS145 PAGE 1 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER JV 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 30.000 1,350,000.00 739.000 33,255,000.00 002 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 0.460 23,460.00 SYSTEM DATA DELIVERY 004 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 1,325.000 6,625.00 005 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 15,750.00 149.800 674.10 149.800 674.10 008 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.503 19,315.20 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.657 580,788.00 010 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 0.015 3,750.00 0.545 136,250.00 012 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 0.527 422,654.00 014 TEMPORARY SILT FENCE LF 9.0000 54,000.00 9.100 81.90 2,886.100 25,974.90 015 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.728 254,072.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.510 1,802,340.00 (S) 017 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 78,169.000 195,422.50 (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 8,825.000 35,300.00 (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 78,600.000 2,593,800.00 022 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 74,268.000 278,505.00 PROGRAM CAS145 PAGE 2 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,406.50 616.000 433,202.00 024 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 1.000 14,587.00 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 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.417 291,900.00 (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 0.007 4,900.00 (S) 063 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.116 81,200.00 (S) 064 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.946 662,200.00 (S) (BACK UP POWER SYSTEM) 065 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.208 416,000.00 (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 0.000 0.00 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 068 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.095 175,829.14 0.286 529,338.24 (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 0.029 160,687.09 0.315 1,745,394.21 (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 1,452,500.00 670.000 27,805.00 35,357.570 1,467,339.16 (F) (SUBSTRUCTURE) 073 PIER BACKFILL CY 166.0000 413,340.00 1,528.980 253,810.68 (F) (SUBSTRUCTURE) 074 ARMOR ROCK CY 113.0000 708,510.00 2,481.420 280,400.46 (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 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,798.440 321,495.48 (SUBSTRUCTURE) 077 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 36.000 82,152.00 36.000 82,152.00 (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 303,360.00 340.000 10,880.00 7,513.800 240,441.60 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 4.000 12,716.00 90.000 286,110.00 (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 4,347,200.00 155.400 1,305,360.00 188.400 1,582,560.00 (S) PILING (SUBSTRUCTURE) 087 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 146.000 203,524.00 556.500 775,761.00 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 1,568,424.00 282.000 483,912.00 563.500 966,966.00 CONCRETE PILING (SUBSTRUCTURE) 090 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 4.000 349,440.00 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 19.700 2,013,340.00 177.500 18,140,500.00 (S) (SUBSTRUCTURE) 094 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.007 27,671.52 0.050 197,653.70 (S) (SUBSTRUCTURE) 095 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 98.000 45,374.00 (F) (SUBSTRUCTURE) 096 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 331.500 422,331.00 331.500 422,331.00 (F) (SUBSTRUCTURE) 097 DRILL AND BOND DOWEL LF 15.5000 209,095.00 2,714.180 42,069.79 9,179.840 142,287.52 (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 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 107 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 0.000 0.00 (S) (TYPE C) (SUBSTRUCTURE) 108 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 1.000 380,000.00 6.000 2,280,000.00 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 1.070 476,854.06 5.450 2,428,836.10 (S) (TYPE A) (SUBSTRUCTURE) 110 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 2.000 460,000.00 (TYPE B) (SUBSTRUCTURE) 111 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 0.150 33,277.65 1.850 410,424.35 (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 1.000 395,000.00 1.000 395,000.00 (TYPE D) (SUBSTRUCTURE) 115 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 0.650 192,755.55 0.650 192,755.55 (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 1.900 564,176.50 (S) (TYPE E) (SUBSTRUCTURE) 118 CORE CONCRETE (3") LF 23.0000 3,562,700.00 4,172.160 95,959.68 61,562.770 1,415,943.71 (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 2,537,080.00 234.000 95,940.00 2,591.200 1,062,392.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 95.000 1,971.25 8,090.330 167,874.35 (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 0.000 0.00 (SF)(SUBSTRUCTURE) 124 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 22,136.000 28,776.80 (SF)(SUBSTRUCTURE) 125 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 0.000 0.00 (SF)(FENDER)(SUBSTRUCTURE) 126 STEEL CASING LB 3.2200 1,971,960.00 3,449,065.000 11,105,989.30 (SF)(SUBSTRUCTURE) 127 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 2.000 79,400.00 4.000 158,800.00 (S) (SUBSTRUCTURE) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 9,664,000.00 58,367.000 84,048.48 60,498.500 87,117.84 (F) (SUBSTRUCTURE) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 58,367.000 23,930.47 60,498.500 24,804.39 (SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,149,540.00 462.000 31,878.00 4,003.000 276,207.00 (SF)(SUBSTRUCTURE) 134 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.242 24,200.00 (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 0.000 0.00 (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 0.040 4,845.48 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 0.001 1,651.97 0.050 82,598.70 (SUPERSTRUCTURE) 141 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.069 14,963.00 (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 0.034 54,925.98 0.260 420,022.20 (SUPERSTRUCTURE) 147 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.000 0.00 (SUPERSTRUCTURE) 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 149 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 118.000 91,686.00 354.000 275,058.00 (F) (SUPERSTRUCTURE) 150 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 364.000 317,408.00 (F) (SUPERSTRUCTURE) 151 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 0.000 0.00 (F) (SUPERSTRUCTURE) 152 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 4,044,642.00 287.900 301,143.40 686.540 718,120.84 (S) (SUPERSTRUCTURE) 153 MICROPILE EA 22,604.0000 6,374,328.00 20.500 463,382.00 51.200 1,157,324.80 (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 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 76.000 55,252.00 144.000 104,688.00 (SUPERSTRUCTURE) 158 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 0.000 0.00 (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 368,000.00 964.160 15,426.56 2,094.170 33,506.72 (SUPERSTRUCTURE) 162 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 48.000 1,344.00 72.000 2,016.00 (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 0.000 0.00 (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 0.000 0.00 (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 350,790.00 876.000 28,908.00 (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 75.420 3,620.16 (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 65,896.000 59,306.40 117,632.070 105,868.86 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,365.000 8,274.50 (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 0.000 0.00 (SF)(SUPERSTRUCTURE) 188 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 4,826,504.00 156,695.500 222,507.61 1,781,773.000 2,530,117.66 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 8,585,336.00 156,695.500 278,917.99 1,516,812.000 2,699,925.36 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 2,202.000 39,724.08 43,407.000 783,062.28 (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 36,414.00 678.000 1,152.60 8,098.500 13,767.45 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 678.000 5,227.38 8,098.500 62,439.44 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 32.000 467,200.00 (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 0.020 38,000.00 0.161 305,900.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 7,521,200.00 8,579.000 531,898.00 62,088.430 3,849,482.66 (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 2,654.000 6,953.48 249,120.000 652,694.40 (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 1,404,096.00 246.000 76,014.00 2,335.700 721,731.30 (F) (SUPERSTRUCTURE) 207 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 463.000 166,680.00 (F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 05:35 PM ESTIMATE NO. 29 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 10/20/02 R.E. NAME: SCOTT, MICHAEL DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,302,447.99 133,340,944.43 ADJUSTMENT OF COMPENSATION 169,838.91 464,358.23 EXTRA WORK 2,024,391.11 12,929,755.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,496,678.01 146,735,058.59 208 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 13,496,678.01 188,998,010.69 MATERIALS ON HAND ON SITE 36,310,159.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,301.25 -34,100.92 TOTAL 13,492,376.76 225,274,068.77 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 10/12/00 10/07/00 04/01/05 739 0 0 0 37% 51% PROGRESS IS SATISFACTORY SCOTT, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 10/22/02