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 11/25/02 EST. NO.30 TIME 01:57 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0019 228.37 E.W. @ F.A.(+) 100402 N 6430 0 002 0017 206.34 E.W. @ F.A.(+) 090902 N 6047 0 022 0320 117.29 E.W. @ F.A.(+) 073002 N 5879 0 0321 78.20 080502 N 5878 0 0322 117.29 072602 N 5880 0 0323 234.57 090502 N 5881 0 0324 234.57 090302 N 5882 0 0325 234.57 082802 N 5883 0 0326 234.57 082602 N 5884 0 0327 273.66 082102 N 5885 0 0328 469.13 082002 N 5886 0 0329 2,059.64 090402 N 5887 0 0330 2,606.38 081502 N 5888 0 0331 2,091.32 082202 N 5889 0 0332 2,322.15 081302 N 5890 0 0333 2,316.89 082702 N 5891 0 0334 21,830.00 E.W. @ U.P (+) 111802 N 6792 0 0335 3,973.05 111802 N 6790 0 055 0001 385.00 A.C. @ L.S.(+) 053002 N 3804 0 063 0001 -66.16 A.C. @ L.S.(-) 053002 N 3802 0 070 0113-1 -2,416.82 E.W. @ F.A.(+) 120601 N 2843 0 DAO CORRECTING ENTRY 0197 273.41 040902 N 4116 0 0222 414.57 121901 N 5439 0 0223 271.74 121301 N 5438 0 086 0001 429.00 A.C. @ L.S.(+) 111802 N 0001 0 087 0001 12,976.41 A.C. @ L.S.(+) 060702 N 3978 0 089 0116-4 6,910.99 E.W. @ F.A.(+) 041902 N 3422 0 DAO CORRECTING ENTRY 0243 748.98 061202 N 4055 0 0316 9,553.06 072202 N 4777 0 0342 2,921.84 082202 N 4993 0 0343 2,248.44 082302 N 4994 0 0397 680.47 100801 N 5612 0 0498 6,668.29 120801 N 5578 0 0500 2,139.10 100901 N 5613 0 0517 8,989.50 121301 N 5582 0 0518 9,171.55 121101 N 5580 0 0521 8,946.89 102201 N 5541 0 0522 8,914.07 100101 N 5526 0 0526 9,630.49 121001 N 5579 0 0528 10,165.52 120601 N 5576 0 0530 8,833.41 121401 N 5583 0 0533 8,681.48 120501 N 5575 0 0534 7,385.52 120401 N 5574 0 0535 7,215.44 120301 N 5573 0 0542 6,407.73 112101 N 5565 0 0543 6,574.50 111401 N 5560 0 0545 9,975.82 121201 N 5581 0 0551 8,904.78 111301 N 5559 0 0553 11,355.69 120701 N 5577 0 0554 11,280.90 110901 N 5556 0 0555 10,126.98 101901 N 5540 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 11/25/02 EST. NO.30 TIME 01:57 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0556 9,610.04 101501 N 5536 0 0557 11,099.78 101201 N 5535 0 0558 10,992.61 100501 N 5530 0 0559 11,050.04 100401 N 5529 0 0560 11,577.57 100301 N 5528 0 0561 10,390.44 100201 N 5527 0 0563 11,736.87 101801 N 5539 0 0564 5,455.83 121701 N 5584 0 0565 9,790.72 121801 N 5585 0 0566 11,798.58 101701 N 5538 0 0567 12,042.15 110501 N 5552 0 0568 11,988.20 110601 N 5553 0 0569 12,127.14 110701 N 5554 0 0571 11,799.10 101601 N 5537 0 0574 12,935.51 100901 N 5532 0 0575 10,853.02 101101 N 5534 0 0576 12,311.22 101001 N 5533 0 0577 11,376.20 110801 N 5555 0 0580 13,143.91 100801 N 5531 0 0589 2,793.52 082001 N 5737-1 0590 22.55 091501 N 5756-1 0591 2,539.22 082301 N 5740-1 0592 2,599.20 082401 N 5741-1 0593 2,987.92 091101 N 5752-1 0594 2,599.20 091201 N 5753-1 0595 2,599.20 083001 N 5745-1 0596 2,599.20 090401 N 5747-1 0598 2,599.20 080801 N 5728-1 0599 2,599.20 081001 N 5730-1 0600 3,571.04 081101 N 5731-1 0601 2,599.20 081301 N 5732-1 0602 2,599.20 081501 N 5734-1 0603 2,793.58 082101 N 5738-1 0604 2,987.92 081701 N 5736-1 0605 2,599.20 081401 N 5733-1 0607 2,599.20 080701 N 5727-1 0608 2,404.86 090501 N 5748-1 0609 2,599.20 090601 N 5749-1 0610 2,599.20 082701 N 742-10 0611 2,599.20 090701 N 5750-1 0612 2,599.20 091001 N 5751-1 0613 2,404.86 082801 N 5743-1 0614 2,404.86 082901 N 5744-1 0615 1,657.85 080901 N 5729-1 0616 2,696.36 091301 N 5754-1 0617 2,599.20 091401 N 5755-1 0618 16,610.99 110702 N 6706 0 0619 4,193.78 E.W. @ U.P (+) 111802 N 6789 0 0620 93,062.08 111802 N 6788 0 099 0015-3 -7,135.96 E.W. @ F.A.(+) 012102 N 2039 0 DAO CORRECTING ENTRY 0015-4 7,460.33 012102 N 2039 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 11/25/02 EST. NO.30 TIME 01:57 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0036-3 -16,016.00 022702 N 2624 0 DAO CORRECTING ENTRY 0066 2,285.81 010802 N 3014 0 0067 2,285.81 010702 N 3013 0 0068 2,285.81 011102 N 3017 0 0069 2,499.81 010902 N 3015 0 0070 2,285.81 011002 N 3016 0 0071 2,111.66 011602 N 3020 0 0120 1,717.94 053002 N 4742 0 104 0001 2,323.00 A.C. @ L.S.(+) 053002 N 3808 0 0002 -586.72 A.C. @ L.S.(-) 053002 N 3808-1 112 0001 3,217.50 A.C. @ L.S.(+) 053002 N 3812 0 113 0001 2,299.00 A.C. @ L.S.(+) 053002 N 3976 0 124 0035 3,369.93 E.W. @ F.A.(+) 062502 N 6188 0 127 0001 882.50 A.C. @ L.S.(+) 053002 N 3819 0 132 0005-1 -9,621.86 E.W. @ F.A.(+) 101001 N 2878 0 DAO CORRECTING ENTRY 0005-2 11,073.46 101001 N 2878 0 DAO CORRECTING ENTRY 0006-1 -516.96 101001 N 570002 DAO CORRECTING ENTRY 0006-2 780.58 101001 N 2907 0 DAO CORRECTING ENTRY 0007-1 -3,815.76 100901 N 570030 DAO CORRECTING ENTRY 0007-2 3,160.10 100901 N 2910 0 DAO CORRECTING ENTRY 0008-1 -4,682.97 101101 N 570040 DAO CORRECTING ENTRY 0008-2 4,684.91 101101 N 2913 0 DAO CORRECTING ENTRY 0009-1 -602.86 101201 N 570050 DAO CORRECTING ENTRY 0009-2 954.33 101201 N 2915 0 DAO CORRECTING ENTRY 0011-1 -2,027.15 101601 N 570080 DAO CORRECTING ENTRY 0011-2 1,865.58 101601 N 2903 0 DAO CORRECTING ENTRY 0013-1 -2,526.63 101801 N 2917 0 DAO CORRECTING ENTRY 0013-2 2,528.81 101801 N 2917 0 DAO CORRECTING ENTRY 0015-2 1,845.70 102001 N 2920 0 DAO CORRECTING ENTRY 0016-1 -3,001.25 102201 N 570130 DAO CORRECTING ENTRY 0016-2 4,338.04 102201 N 2901 0 DAO CORRECTING ENTRY 0018-1 -9,676.07 102301 N 570150 DAO CORRECTING ENTRY 0018-2 9,562.76 102301 N 2904 0 DAO CORRECTING ENTRY 0020-1 -6,539.18 102301 N 570170 DAO CORRECTING ENTRY 0020-2 6,563.67 102301 N 2906 0 DAO CORRECTING ENTRY 0021-1 -858.38 102001 N 570190 DAO CORRECTING ENTRY 0021-2 962.35 102001 N 2908 0 DAO CORRECTING ENTRY 0024-1 -4,972.40 102401 N 2912 0 DAO CORRECTING ENTRY 0024-2 4,955.78 102401 N 2912 0 DAO CORRECTING ENTRY 0029-1 -1,311.65 103001 N 2882 0 DAO CORRECTING ENTRY 0029-2 1,433.45 103001 N 2882 0 DAO CORRECTING ENTRY 0030-1 -2,228.55 103001 N 2883 0 DAO CORRECTING ENTRY 0030-2 2,052.74 103001 N 2883 0 DAO CORRECTING ENTRY 0031-1 -9,737.75 110801 N 570300 DAO CORRECTING ENTRY 0031-2 9,678.31 110801 N 2884 0 DAO CORRECTING ENTRY 0032-1 -8,285.19 110901 N 570320 DAO CORRECTING ENTRY 0032-2 9,381.36 110901 N 2886 0 DAO CORRECTING ENTRY 0034-1 -4,807.25 111201 N 2887 0 DAO CORRECTING ENTRY 0034-2 7,477.32 111201 N 2887 0 DAO CORRECTING ENTRY 0035-3 -3,955.11 111301 N 2888 0 DAO CORRECTING ENTRY 0035-4 5,418.85 111301 N 2888 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. 4 DATE 11/25/02 EST. NO.30 TIME 01:57 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0036-1 -11,147.63 111301 N 2889 0 DAO CORRECTING ENTRY 0036-2 12,080.37 111301 N 2889 0 DAO CORRECTING ENTRY 0038-1 -7,928.25 103101 N 8246 0 DAO CORRECTING ENTRY 0038-2 8,483.23 103101 N 2486 0 DAO CORRECTING ENTRY 0043-1 -5,334.00 102301 N 2902 0 DAO CORRECTING ENTRY 0043-2 5,344.00 102301 N 2902 0 DAO CORRECTING ENTRY 0047-1 -7,075.29 110801 N 2900 0 DAO CORRECTING ENTRY 0047-2 7,484.35 110801 N 2900 0 DAO CORRECTING ENTRY 0048-1 -10,019.52 111501 N 2899 0 DAO CORRECTING ENTRY 0048-2 10,952.55 111501 N 2899 0 DAO CORRECTING ENTRY 0049-1 -8,011.46 111701 N 904398 DAO CORRECTING ENTRY 0049-2 7,404.16 111701 N 2891 0 DAO CORRECTING ENTRY 0050-1 -9,974.35 111701 N 2897 0 DAO CORRECTING ENTRY 0050-2 6,772.59 111701 N 2897 0 DAO CORRECTING ENTRY 0052-1 -9,737.50 112601 N 2896 0 DAO CORRECTING ENTRY 0052-2 13,190.11 112601 N 2896 0 DAO CORRECTING ENTRY 0053-1 -12,080.57 112701 N 2895 0 DAO CORRECTING ENTRY 0053-2 14,292.65 112701 N 2895 0 DAO CORRECTING ENTRY 0054-1 -9,334.70 112701 N 289470 DAO CORRECTING ENTRY 0055-1 -9,045.67 112801 N 2893 0 DAO CORRECTING ENTRY 0055-2 10,683.09 112801 N 2893 0 DAO CORRECTING ENTRY 0056-1 -8,362.45 112901 N 2892 0 DAO CORRECTING ENTRY 0056-2 10,429.92 112901 N 2892 0 DAO CORRECTING ENTRY 0059-1 -6,279.31 111901 N 2875 0 DAO CORRECTING ENTRY 0059-2 3,363.86 111901 N 2875 0 DAO CORRECTING ENTRY 0061-1 -1,586.83 101901 N 2874 0 DAO CORRECTING ENTRY 0061-2 1,305.77 111901 N 2874 0 DAO CORRECTING ENTRY 0062-1 -42,274.82 101901 N 904630 DAO CORRECTING ENTRY 0062-2 42,274.82 101901 N 2872 0 DAO CORRECTING ENTRY 0075-1 -5,162.71 111201 N 3335 0 DAO CORRECTING ENTRY 0075-2 5,244.26 111201 N 3335 0 DAO CORRECTING ENTRY 0100 3,068.15 041702 N 4712 0 0106 2,194.17 030602 N 4803 0 0122 4,668.93 051302 N 4884 0 0142 2,571.91 031902 N 5977 0 0146 7,950.80 022002 N 6113 0 0148 2,008.76 021402 N 6115 0 0151 6,964.60 022202 N 6118 0 0153 6,728.03 022802 N 6120 0 0159 4,725.14 081401 N 6126 0 0169 12,872.95 050602 N 5973 0 134 0001 4,180.00 A.C. @ L.S.(+) 060302 N 2436 0 138 0001 68,200.00 A.C. @ L.S.(+) 111802 N 0001 0 143 0001 1,301.55 A.C. @ L.S.(+) 111802 N 0001 0 153 0217 320.08 E.W. @ F.A.(+) 090302 N 6020 0 0218 318.76 100102 N 5960 0 0219 11,914.00 100102 N 5959 0 0220 22,282.41 100102 N 5911 0 0221 1,916.12 071002 N 5440 0 0222 519.53 072202 N 5443 0 0224 34,196.36 032702 N 5107 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 11/25/02 EST. NO.30 TIME 01:57 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0225 1,623.69 060502 N 5094 0 0226 1,482.00 060602 N 5095 0 0227 1,056.94 060702 N 5096 0 0228 22,282.39 101702 N 6186 0 0230 70.89 082702 N 6458 0 0231 102.44 100302 N 6459 0 0232 22,282.40 110502 N 6489 0 0233 35.45 081602 N 6457 0 0234 22,282.40 102302 N 6366 0 154 0196 3,834.08 E.W. @ F.A.(+) 071202 N 4505 0 0205 5,987.89 051602 N 4123 0 0207 273.37 051602 N 4017 0 0212 703.10 040302 N 4009 0 0213 3,159.03 040102 N 4005 0 0220 2,238.27 082002 N 5082 0 0222 16,030.55 041502 N 5081 0 0223 4,534.14 032701 N 5080 0 0224 912.69 071102 N 5079 0 163 0001 6,667.94 A.C. @ L.S.(+) 053002 N 3817 0 186 0003 44,848.44 A.C. @ L.S.(+) 111802 N 6794 0 201 0201-2 2,094.70 E.W. @ F.A.(+) 041302 N 4687 0 DAO CORRECTING ENTRY 208 0023-1 -5,805.55 E.W. @ F.A.(+) 050902 N 4514 0 DAO CORRECTING ENTRY 0071 4,737.79 050202 N 4378 0 0081 1,349.55 042902 N 6100 0 0083 7,363.10 032602 N 6095 0 0086 3,549.24 030802 N 5988 0 0087 10,585.16 030702 N 5989 0 0088 9,978.21 040402 N 5990 0 0090 2,202.65 040802 N 5992 0 0091 5,449.04 050702 N 5993 0 0098 701.83 050202 N 6093 0 0102 1,441.34 060402 N 6102 0 215 0037 21,400.00 A.C. @ L.S.(+) 053002 N 4553 0 221 0001 8,768.81 E.W. @ F.A.(+) 080602 N 5875 0 0002 6,415.84 080802 N 5876 0 0003 2,370.65 080902 N 5877 0 228 0001 864,433.23 A.C. @ L.S.(+) 111802 N 0001 0 235 0001 206.71 E.W. @ F.A.(+) 071002 N 5087 0 0006 536.76 102202 N 6442 0 0007 533.92 100702 N 6431 0 0008 746.79 071202 N 5474 0 0009 1,453.49 071202 N 5475 0 0010 1,143.42 071702 N 5476 0 0011 880.29 071802 N 5477 0 0012 248.73 071902 N 5478 0 0013 1,208.19 072302 N 5479 0 0014 2,576.70 072602 N 5480 0 0015 2,717.08 072402 N 5481 0 0016 1,325.61 072902 N 5482 0 0017 4,328.12 073002 N 5483 0 267 0002 1,037,402.50 E.W. @ L.S.(+) 111502 N 267-02 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 11/25/02 EST. NO.30 TIME 01:57 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 3,008,967.18 TOTAL THIS ESTIMATE 13,394,114.16 TOTAL PREVIOUS ESTIMATE 16,403,081.34 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 11/25/02 EST. NO.30 TIME 01:57 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCS -348,750.00 02 MISSING SUBMITTALS -675,000.00 03 BASELINE SCHEDULE -425,720.00 04 MISSING DOCS 348,750.00 04 MISSING SUBMITTALS 675,000.00 04 BASELINE SCHEDULE 425,720.00 05 BASELINE SCHEDULE -950,000.00 05 CPM BASELINE -904,780.00 05 BASELINE SCHEDULE 950,000.00 06 CPM BASELINE 904,780.00 07 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE 968,982.50 10 BASELINE SCHEDULE 968,982.50 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 CPM UPDATES,01/08 -900,000.00 13 CPM UPDATES 01/08 -264,325.64 13 TRAFFIC DELAY 9/30 -15,500.00 13 CPM SCHEDULE UPDATES -692,474.30 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 STL FAB 300 PLUS MI -13,728.18 14 CPM SCHEDULE UPDATES -22,500.00 15 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -691,727.00 16 CPM UDATE JULY-DEC1 -151,513.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/25/02 EST. NO.30 TIME 01:57 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 -3,107,392.73 -3,141,493.65 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 -910,000.00 -910,000.00 TOTAL DEDUCTIONS -4,017,392.73 -4,051,493.65 PROGRAM CAS145 PAGE 1 DATE 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 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 1,395,000.00 770.000 34,650,000.00 002 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 0.480 24,480.00 SYSTEM DATA DELIVERY 004 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 35.000 175.00 1,360.000 6,800.00 005 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 15,750.00 238.000 1,071.00 387.800 1,745.10 008 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.524 20,121.60 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.673 594,932.00 010 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 0.545 136,250.00 012 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 0.551 441,902.00 014 TEMPORARY SILT FENCE LF 9.0000 54,000.00 700.000 6,300.00 3,586.100 32,274.90 015 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 0.531 1,876,554.00 (S) 017 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 3,463.000 8,657.50 81,632.000 204,080.00 (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 19,000.00 508.000 2,032.00 9,333.000 37,332.00 (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 2,300.000 75,900.00 80,900.000 2,669,700.00 022 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 1,188.000 4,455.00 75,456.000 282,960.00 PROGRAM CAS145 PAGE 2 DATE 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 14,768.25 637.000 447,970.25 024 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 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.017 34,000.00 0.225 450,000.00 (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 0.014 25,911.66 0.300 555,249.90 (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 0.315 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 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 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 (SUBSTRUCTURE) 077 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 8.000 18,256.00 44.000 100,408.00 (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 303,360.00 966.000 30,912.00 8,479.800 271,353.60 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 10.000 31,790.00 100.000 317,900.00 (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 4,347,200.00 188.400 1,582,560.00 (S) PILING (SUBSTRUCTURE) 087 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 26.700 37,219.80 583.200 812,980.80 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 1,568,424.00 149.000 255,684.00 712.500 1,222,650.00 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 42.500 4,343,500.00 220.000 22,484,000.00 (S) (SUBSTRUCTURE) 094 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.042 166,029.11 0.092 363,682.81 (S) (SUBSTRUCTURE) 095 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 104.000 48,152.00 202.000 93,526.00 (F) (SUBSTRUCTURE) 096 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 331.500 422,331.00 (F) (SUBSTRUCTURE) 097 DRILL AND BOND DOWEL LF 15.5000 209,095.00 65.670 1,017.89 9,245.510 143,305.41 (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 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 760,000.00 8.000 3,040,000.00 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 1.440 641,747.52 6.890 3,070,583.62 (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 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 (TYPE D) (SUBSTRUCTURE) 115 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 0.320 94,895.04 0.970 287,650.59 (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 0.100 29,693.50 2.000 593,870.00 (S) (TYPE E) (SUBSTRUCTURE) 118 CORE CONCRETE (3") LF 23.0000 3,562,700.00 2,648.750 60,921.25 64,211.520 1,476,864.96 (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 2,537,080.00 182.000 74,620.00 2,773.200 1,137,012.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 430.000 8,922.50 8,520.330 176,796.85 (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 17,820.000 23,166.00 39,956.000 51,942.80 (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 6.000 238,200.00 (S) (SUBSTRUCTURE) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 9,664,000.00 176,002.500 253,443.60 236,501.000 340,561.44 (F) (SUBSTRUCTURE) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 1,691.600 693.56 62,190.100 25,497.94 (SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,465.000 308,085.00 (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 0.240 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 0.051 84,250.67 (SUPERSTRUCTURE) 141 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.064 13,878.72 0.133 28,841.72 (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 0.294 474,948.18 (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 1,119,657.00 354.000 275,058.00 (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 4,044,642.00 287.800 301,038.80 974.340 1,019,159.64 (S) (SUPERSTRUCTURE) 153 MICROPILE EA 22,604.0000 6,374,328.00 13.600 307,414.40 64.800 1,464,739.20 (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 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.000 18,175.00 169.000 122,863.00 (SUPERSTRUCTURE) 158 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 100.000 34,100.00 100.000 34,100.00 (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 368,000.00 397.170 6,354.72 2,491.340 39,861.44 (SUPERSTRUCTURE) 162 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 40.000 1,120.00 112.000 3,136.00 (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 4.000 31,200.00 4.000 31,200.00 (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 3.000 29,583.00 3.000 29,583.00 (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 83,474.900 75,127.41 201,106.970 180,996.27 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,228.000 36,696.40 34,593.000 44,970.90 (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 32,834.000 46,624.28 1,814,607.000 2,576,741.94 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 8,585,336.00 108,663.000 193,420.14 1,625,475.000 2,893,345.50 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 6,878.000 124,079.12 50,285.000 907,141.40 (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 36,414.00 276.000 469.20 8,374.500 14,236.65 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 276.000 2,127.96 8,374.500 64,567.40 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 36.000 525,600.00 (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 0.029 55,100.00 0.190 361,000.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 7,521,200.00 5,078.500 314,867.00 67,166.930 4,164,349.66 (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 14,740.800 38,620.90 263,860.800 691,315.30 (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 19.000 5,871.00 2,354.700 727,602.30 (F) (SUPERSTRUCTURE) 207 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 226.000 81,360.00 689.000 248,040.00 (F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 11/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 01:57 PM ESTIMATE NO. 30 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 11/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 11/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 10,501,850.58 143,842,795.00 ADJUSTMENT OF COMPENSATION 1,032,890.69 1,497,248.92 EXTRA WORK 1,976,076.49 14,905,832.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,510,817.76 160,245,876.34 208 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 13,510,817.76 202,508,828.44 MATERIALS ON HAND ON SITE 39,307,610.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,017,392.73 -4,051,493.65 TOTAL 9,493,425.03 237,764,944.79 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 04/01/05 770 0 0 0 40% 53% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/02