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 06/19/02 EST. NO.24 TIME 11:13 AM R.E. NAME: SCOTT, MICHAEL J. 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 0015-1 -534.35 E.W. @ F.A.(+) 010202 N 1784 0 DAO CORRECTING ENTRY 0015-2 550.66 010202 N 1784 0 DAO CORRECTING ENTRY 022 0027 231.42 E.W. @ F.A.(+) 021502 N 2477 0 0036-1 -940.42 022602 N 2609 0 DAO CORRECTING ENTRY 0036-2 924.17 022602 N 2609 0 DAO CORRECTING ENTRY 0042 1,549.45 031902 N 2963 0 0043 1,185.68 032502 N 2985 0 0045 1,037.42 040402 N 3117 0 0047 1,029.28 040902 N 3146 0 0047-1 -1,029.28 040902 N 3146 0 DAO CORRECTING ENTRY 0047-2 1,528.61 040902 N 3146 0 DAO CORRECTING ENTRY 0056 2,748.75 042102 N 3425 0 0057 169.61 040402 N 3117A0 0058 55,773.06 E.W. @ U.P (+) 061202 N 4064 0 0059 160,777.95 061202 N 4063 0 023 0018-1 -7,125.46 E.W. @ F.A.(+) 060401 N 1718 0 DAO CORRECTING ENTRY 0018-2 8,386.67 060401 N 1718 0 DAO CORRECTING ENTRY 0024-1 -7,320.31 060601 N 874864 DAO CORRECTING ENTRY 0024-2 7,832.73 060601 N 874864 DAO CORRECTING ENTRY 034 0011-3 -269.13 E.W. @ F.A.(+) 061401 N 1606 0 DAO CORRECTING ENTRY 0011-4 315.91 061401 N 1606 0 DAO CORRECTING ENTRY 0012-3 -1,480.05 091201 N 1607 0 DAO CORRECTING ENTRY 0012-4 1,620.40 091201 N 1607 0 DAO CORRECTING ENTRY 038 0008-1 -371.32 E.W. @ F.A.(+) 091401 N 2617 0 DAO CORRECTING ENTRY 0008-2 401.76 091401 N 2617 0 DAO CORRECTING ENTRY 0009-1 -605.47 091301 N 2615 0 DAO CORRECTING ENTRY 0060 1,225.75 022502 N 2604A0 070 0021-3 -903.39 E.W. @ F.A.(+) 102901 N 613 0 DAO CORRECTING ENTRY 0021-4 931.29 102901 N 613 0 DAO CORRECTING ENTRY 0022-3 -2,620.84 102901 N 620 0 DAO CORRECTING ENTRY 0022-4 2,854.66 102901 N 620 0 DAO CORRECTING ENTRY 0023-3 -11,154.20 110401 N 4624 0 DAO CORRECTING ENTRY 0023-4 13,854.81 110401 N 4624 0 DAO CORRECTING ENTRY 0062-1 -1,072.12 121201 N 2184 0 DAO CORRECTING ENTRY 0062-2 1,312.27 121201 N 2184 0 DAO CORRECTING ENTRY 0076-1 -1,220.97 120601 N 2250 0 DAO CORRECTING ENTRY 0076-2 1,329.79 120601 N 2250 0 DAO CORRECTING ENTRY 0077-1 -5,621.75 120601 N 2251 0 DAO CORRECTING ENTRY 0077-2 6,261.10 120601 N 2251 0 DAO CORRECTING ENTRY 0079-1 -925.78 120301 N 2183 0 DAO CORRECTING ENTRY 0079-2 1,093.34 120301 N 2183 0 DAO CORRECTING ENTRY 0081-1 -360.64 120301 N 2182 0 DAO CORRECTING ENTRY 0081-2 364.84 120301 N 2182 0 DAO CORRECTING ENTRY 0083-1 -2,751.12 113001 N 2012 0 DAO CORRECTING ENTRY 0083-2 3,024.75 113001 N 2012 0 DAO CORRECTING ENTRY 0084-1 -2,841.23 112801 N 2211 0 DAO CORRECTING ENTRY 0084-2 3,007.33 112801 N 2211 0 DAO CORRECTING ENTRY 0086 14,523.45 121101 N 2478 0 0087 4,458.64 010702 N 2479 0 0089-3 -9,365.57 121601 N 2333 0 DAO CORRECTING ENTRY 0089-4 9,459.16 121601 N 2333 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 06/19/02 EST. NO.24 TIME 11:13 AM R.E. NAME: SCOTT, MICHAEL J. 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 --------------------------------------------------------------------------- 0093-1 -2,243.32 121301 N 2327 0 DAO CORRECTING ENTRY 0093-2 3,571.87 121301 N 2327 0 DAO CORRECTING ENTRY 0096-1 -2,210.97 021502 N 2332 0 DAO CORRECTING ENTRY 0096-2 4,178.10 021502 N 2332 0 DAO CORRECTING ENTRY 0098-1 -1,939.57 020402 N 2508 0 DAO CORRECTING ENTRY 0098-2 2,014.91 020402 N 2508 0 DAO CORRECTING ENTRY 0102 4,535.02 121001 N 2512 0 0119-1 -4,287.86 121201 N 2186 0 DAO CORRECTING ENTRY 0119-2 4,411.94 121201 N 2186 0 DAO CORRECTING ENTRY 0120-1 -2,562.66 120701 N 2867 0 DAO CORRECTING ENTRY 0120-2 2,720.18 120701 N 2867 0 DAO CORRECTING ENTRY 0126 283.80 031202 N 2825 0 0136 1,893.00 121901 N 2191 0 0145 5,085.45 112701 N 2015 0 0153 392.04 042202 N 3339 0 0159 3,775.75 041202 N 3218 0 0173 160.96 041502 N 3229 0 0177 860.78 042702 N 3505 0 0177-1 -860.78 042702 N 3505 0 DAO CORRECTING ENTRY 0177-2 1,246.84 042702 N 3505 0 DAO CORRECTING ENTRY 0178 454.47 040502 N 3126 0 0180 400.26 042602 N 3470 0 0181 5,761.67 042702 N 3536 0 0182 2,646.83 040602 N 3496 0 0182-1 -2,646.83 040602 N 3496 0 DAO CORRECTING ENTRY 0182-2 2,656.51 040602 N 3496 0 DAO CORRECTING ENTRY 0183 1,365.54 040602 N 3497 0 0183-1 -1,365.54 040602 N 3497 0 DAO CORRECTING ENTRY 0183-2 1,374.63 040602 N 3497 0 DAO CORRECTING ENTRY 0184 3,130.80 040802 N 3128 0 0184-1 -3,130.80 040802 N 3128 0 DAO CORRECTING ENTRY 0184-2 3,092.19 040802 N 3128 0 DAO CORRECTING ENTRY 0185 469.83 040802 N 3143 0 0186 229.68 040902 N 3144 0 0187 1,557.54 040902 N 3145 0 0187-1 -1,557.54 040902 N 3145 0 DAO CORRECTING ENTRY 0187-2 1,581.30 040902 N 3145 0 DAO CORRECTING ENTRY 0188 479.74 041002 N 3180 0 0191 1,279.56 043002 N 3529 0 0191-1 -1,279.56 043002 N 3529 0 DAO CORRECTING ENTRY 0191-2 1,290.97 043002 N 3529 0 DAO CORRECTING ENTRY 0192 620.88 050202 N 3552 0 0196 2.42 050202 N 3552A0 073 0070 378.79 E.W. @ F.A.(+) 040302 N 3511 0 0072 422.54 040302 N 3511A0 089 0009-1 -166,320.00 E.W. @ U.P (+) 021502 N 021502 DAO CORRECTING ENTRY 0009-2 194,943.00 021502 N 021502 DAO CORRECTING ENTRY 0037 2,294.98 E.W. @ F.A.(+) 021902 N 2484 0 0038 2,294.98 022002 N 2605 0 0039 3,661.91 020702 N 2103 0 0040 6,948.33 030102 N 2672 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 06/19/02 EST. NO.24 TIME 11:13 AM R.E. NAME: SCOTT, MICHAEL J. 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 --------------------------------------------------------------------------- 0041 6,212.80 030802 N 2770 0 0042 5,765.74 031502 N 2925 0 0044 5,085.27 032902 N 3109 0 0050 3,835.86 012302 N 1845 0 0052 5,581.54 032802 N 3108 0 0057 4,073.02 032102 N 2977 0 0059 3,558.87 020602 N 2061 0 0060 5,590.79 021502 N 2483 0 0061 5,830.90 022202 N 2607 0 0066 4,055.41 031802 N 2960 0 0071 4,531.62 022802 N 2671 0 0072 4,460.26 030502 N 2717 0 0074 3,516.74 020802 N 2104 0 0075 3,719.26 032002 N 2971 0 0080 2,889.91 021302 N 2481 0 0081 2,457.82 021202 N 2314 0 0083 2,869.77 022502 N 2564 0 0084 3,037.90 022102 N 2606 0 0085 3,536.38 040302 N 3112 0 0086 2,992.42 040102 N 3110 0 0087 3,518.18 030702 N 2769 0 0088 3,400.91 032602 N 3022 0 0089 3,517.11 031402 N 2924 0 0091 3,597.01 031302 N 2923 0 0092 3,517.11 031202 N 3130 0 0093 3,929.29 040502 N 3119 0 0094 204,226.00 E.W. @ U.P (+) 051502 N 3603 0 0096 612.25 E.W. @ F.A.(+) 120701 N 3616 0 0097 522.16 120601 N 3615 0 0098 340.07 113001 N 3612 0 0099 520.27 112801 N 3610 0 0100 340.07 112901 N 3611 0 0101 1,000.90 010202 N 3631 0 0102 1,583.47 010702 N 3633 0 0103 1,825.11 010802 N 3634 0 0104 1,069.22 122801 N 3630 0 0105 1,601.47 122701 N 3625 0 0106 1,329.45 121701 N 3622 0 0108 1,329.45 121801 N 3623 0 0109 1,621.73 121901 N 3624 0 0110 2,774.39 011602 N 3657 0 0111 2,610.22 011002 N 3653 0 0112 166.12 120301 N 3613 0 0114 3,457.20 041102 N 3187 0 0115 3,457.20 041002 N 3181 0 0116 3,586.05 041902 N 3422 0 0117 5,490.31 042502 N 3467 0 0118 6,829.76 041202 N 3189 0 0119 3,520.24 040902 N 3141 0 0120 3,651.74 040802 N 3136 0 0121 136.76 111901 N 3607 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 06/19/02 EST. NO.24 TIME 11:13 AM R.E. NAME: SCOTT, MICHAEL J. 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 --------------------------------------------------------------------------- 0122 127.99 112701 N 3608 0 0123 2,011.01 121101 N 3618 0 0124 877.86 121301 N 3620 0 0125 1,529.89 121201 N 3619 0 0126 452.29 120501 N 3614 0 0127 679.74 121001 N 3617 0 0128 2,801.89 011102 N 3654 0 0129 2,064.37 010902 N 3652 0 0130 3,586.05 041802 N 3421 0 0134 1,419.55 042402 N 3468 0 0135 2,718.89 020402 N 3676 0 0137 2,101.27 042302 N 3473 0 0138 1,571.27 042202 N 3423 0 0139 1,903.19 042202 N 3472 0 0140 2,586.61 011502 N 3655 0 0141 1,805.09 013002 N 3672 0 0142 1,435.79 013102 N 3673 0 0143 1,466.14 020102 N 3674 0 0144 1,189.22 020202 N 3675 0 0145 2,767.09 012902 N 3671 0 0146 3,107.16 012502 N 3668 0 0147 2,767.09 012802 N 3670 0 0148 2,113.50 012602 N 3669 0 0149 2,734.83 012402 N 3667 0 0150 2,399.98 012302 N 3666 0 0151 2,172.22 012202 N 3665 0 0153 2,621.50 011902 N 3662 0 0155 1,008.08 011902 N 3662B0 0156 2,426.85 011802 N 3661 0 0157 340.07 011802 N 3661B0 0158 2,426.85 011702 N 3659 0 0159 340.07 011702 N 3659B0 0160 1,711.36 021502 N 3717 0 0161 2,373.12 020802 N 3708 0 0163 2,008.68 020902 N 3709 0 0164 2,346.42 021102 N 3710 0 0165 1,804.51 021202 N 3713 0 0166 2,252.87 021302 N 3714 0 0167 1,956.38 022802 N 3728 0 0168 1,450.29 022802 N 3727 0 0169 1,615.71 022602 N 3725 0 0170 1,597.80 022502 N 3724 0 0171 1,827.07 022302 N 3723 0 0172 2,298.05 022202 N 3722 0 0173 2,544.20 022102 N 3721 0 0174 1,983.74 022002 N 3720 0 0180 2,126.32 042902 N 3504 0 0181 4,312.74 042602 N 3466 0 0194 2,262.41 031402 N 3740 0 0197 642.34 040202 N 3755 0 0201 2,817.94 043002 N 3528 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 06/19/02 EST. NO.24 TIME 11:13 AM R.E. NAME: SCOTT, MICHAEL J. 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 --------------------------------------------------------------------------- 0202 1,468.23 032802 N 3752 0 0203 1,468.23 032902 N 3753 0 0204 642.60 040102 N 3754 0 0222 194,943.00 E.W. @ U.P (+) 061202 N 4062 0 0224 827,288.00 E.W. @ F.A.(+) 061202 N 4049 0 0232 204,226.00 E.W. @ U.P (+) 051502 N 3603R1 099 0046-1 -1,724.16 E.W. @ F.A.(+) 040502 N 3514 0 DAO CORRECTING ENTRY 0046-2 1,879.67 040502 N 3514 0 DAO CORRECTING ENTRY 0047-1 -1,589.85 040402 N 3513 0 DAO CORRECTING ENTRY 0047-2 1,723.03 040402 N 3513 0 DAO CORRECTING ENTRY 0048-1 -1,118.16 040902 N 3515 0 DAO CORRECTING ENTRY 0048-2 1,210.17 040902 N 3515 0 DAO CORRECTING ENTRY 0051-1 -1,926.13 032602 N 3520 0 DAO CORRECTING ENTRY 0051-2 2,000.51 032602 N 3520 0 DAO CORRECTING ENTRY 0065 4,368.83 120401 N 3012 0 0074 2,099.30 020802 N 2105 0 0075 138.13 020602 N 2060 0 0076 235.21 020502 N 2046 0 0077 1,374.58 020402 N 2042 0 0087 1,891.17 040102 N 3506A0 0088 1,048.42 040102 N 3507A0 0089 1,357.66 040202 N 3508A0 0090 1,800.88 040202 N 3509A0 0091 2,586.81 040202 N 3510A0 114 0001 31,612.00 E.W. @ L.S.(+) 041502 N 3236 0 117 0005-3 -1,215.48 E.W. @ F.A.(+) 083101 N 7507 0 DAO CORRECTING ENTRY 0005-4 1,394.92 083101 N 7507 0 DAO CORRECTING ENTRY 124 0023-1 -1,984.83 E.W. @ F.A.(+) 101201 N 0985 0 DAO CORRECTING ENTRY 0023-2 2,013.08 101201 N 0985 0 DAO CORRECTING ENTRY 0032 682.00 042302 N 3362 0 132 0004-3 -2,029.10 E.W. @ F.A.(+) 102501 N 8403 0 DAO CORRECTING ENTRY 0004-4 2,068.93 102501 N 8403 0 DAO CORRECTING ENTRY 0051 10,017.08 111601 N 2898 0 0060-1 -8,483.23 110801 N 2486 0 DAO CORRECTING ENTRY 0066 811.01 111401 N 2890B0 141 0001 5,599.00 E.W. @ F.A.(+) 031202 N 2824 0 150 0011-1 -3,304.81 E.W. @ F.A.(+) 111601 N 8811 0 DAO CORRECTING ENTRY 0011-2 3,626.91 111601 N 8811 0 DAO CORRECTING ENTRY 0012-1 -2,454.60 120501 N 2023 0 DAO CORRECTING ENTRY 0012-2 2,584.45 120501 N 2023 0 DAO CORRECTING ENTRY 0013-1 -2,319.00 120401 N 2022 0 DAO CORRECTING ENTRY 0013-2 2,704.34 120401 N 2022 0 DAO CORRECTING ENTRY 0014-1 -962.99 112601 N 2020 0 DAO CORRECTING ENTRY 0014-2 1,368.79 112601 N 2020 0 DAO CORRECTING ENTRY 153 0036 1,566.33 E.W. @ F.A.(+) 010702 N 2326 0 0051 781.11 012902 N 2545 0 0052 622.35 012502 N 2543 0 0054 103.78 012302 N 2541 0 0061 88.96 020502 N 2549 0 0076 420.76 011802 N 2702 0 0084 3,461.87 030202 N 2675 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 06/19/02 EST. NO.24 TIME 11:13 AM R.E. NAME: SCOTT, MICHAEL J. 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 --------------------------------------------------------------------------- 0092 409.72 012302 N 102630 0097 552.97 032002 N 2961 0 0100 691.95 032002 N 2962 0 0111 37.38 042202 N 3330 0 0125 32.58 022002 N 3203 0 0126 47.13 022502 N 3204 0 0132 1,302.22 031802 N 3491 0 0134 7,908.00 050302 N 3551 0 0135 4,569.08 032902 N 3539 0 0136 3,782.13 032702 N 3537 0 0137 4,146.46 032802 N 3538 0 0138 8,799.46 050702 N 3558 0 0139 11,141.21 050902 N 3575 0 0140 3,753.34 021102 N 2212 0 0141 4,509.08 012702 N 1883 0 0142 2,636.00 031602 N 2921 0 0143 31,970.40 051502 N 3602 0 0144 197.12 012902 N 2545A0 0145 48.60 020802 N 3705 0 0146 81.57 013002 N 3598 0 2,176,266.88 TOTAL THIS ESTIMATE 5,877,774.87 TOTAL PREVIOUS ESTIMATE 8,054,041.75 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 06/19/02 EST. NO.24 TIME 11:13 AM R.E. NAME: SCOTT, MICHAEL J. 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 06/19/02 EST. NO.24 TIME 11:13 AM R.E. NAME: SCOTT, MICHAEL J. 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 -2,762.53 -16,223.03 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 -2,762.53 -16,223.03 PROGRAM CAS145 PAGE 1 DATE 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 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 31.000 1,395,000.00 617.000 27,765,000.00 002 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 0.380 19,380.00 SYSTEM DATA DELIVERY 004 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 400.000 2,000.00 400.000 2,000.00 005 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 0.000 0.00 008 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.419 16,089.60 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.595 525,980.00 010 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 0.500 125,000.00 012 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 0.750 22,500.00 PLAN 013 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 0.024 19,248.00 0.431 345,662.00 014 TEMPORARY SILT FENCE LF 9.0000 54,000.00 2,877.000 25,893.00 015 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 0.426 1,505,484.00 (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 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,593.00 613.000 431,092.25 024 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 103,350.00 645.000 17,092.50 1,155.000 30,607.50 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 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.931 651,700.00 (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 0.014 25,911.66 0.168 310,939.94 (SUBSTRUCTURE) 069 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.107 64,259.17 0.570 342,315.21 (SUBSTRUCTURE) 070 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.254 1,407,397.24 0.254 1,407,397.24 (SUBSTRUCTURE) 071 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.154 83,601.98 0.914 496,183.18 (SUBSTRUCTURE) 072 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 610.890 25,351.94 34,143.680 1,416,962.72 (F) (SUBSTRUCTURE) 073 PIER BACKFILL CY 166.0000 413,340.00 278.350 46,206.10 1,087.580 180,538.28 (F) (SUBSTRUCTURE) 074 ARMOR ROCK CY 113.0000 708,510.00 669.450 75,647.85 1,600.790 180,889.27 (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 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (SUBSTRUCTURE) 077 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 0.000 0.00 (S) (SUBSTRUCTURE) 078 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 0.000 0.00 (S) (SUBSTRUCTURE) 079 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 0.000 0.00 (S) EXTENSION (SUBSTRUCTURE) 080 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 1,045.900 33,468.80 6,526.000 208,832.00 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 14.000 44,506.00 78.000 247,962.00 (S) (SUBSTRUCTURE) 082 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 0.000 0.00 (SUBSTRUCTURE) 083 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 0.000 0.00 (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 0.000 0.00 (S) PILING (SUBSTRUCTURE) 087 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 264.500 368,713.00 CONCRETE PILING (SUBSTRUCTURE) 088 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 1.000 124,000.00 3.000 372,000.00 (S) PILE (SUBSTRUCTURE) 089 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 0.000 0.00 CONCRETE PILING (SUBSTRUCTURE) 090 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 2.000 174,720.00 2.000 174,720.00 (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 12.100 1,236,620.00 105.600 10,792,320.00 (S) (SUBSTRUCTURE) 094 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.036 142,310.66 (S) (SUBSTRUCTURE) 095 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 8.000 3,704.00 16.000 7,408.00 (F) (SUBSTRUCTURE) 096 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 0.000 0.00 (F) (SUBSTRUCTURE) 097 DRILL AND BOND DOWEL LF 15.5000 209,095.00 3,628.160 56,236.48 (SUBSTRUCTURE) 098 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 0.000 0.00 (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 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 594,000.00 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 2.000 239,060.00 8.000 956,240.00 (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 2.000 760,000.00 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.420 187,176.36 1.170 521,419.86 (S) (TYPE A) (SUBSTRUCTURE) 110 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 0.000 0.00 (TYPE B) (SUBSTRUCTURE) 111 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 0.000 0.00 (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 0.000 0.00 (TYPE D) (SUBSTRUCTURE) 115 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 0.000 0.00 (S) (TYPE D) (SUBSTRUCTURE) 116 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 1.000 415,000.00 (TYPE E) (SUBSTRUCTURE) 117 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 0.400 118,774.00 0.900 267,241.50 (S) (TYPE E) (SUBSTRUCTURE) 118 CORE CONCRETE (3") LF 23.0000 3,562,700.00 1,796.000 41,308.00 48,158.530 1,107,646.19 (S) (SUBSTRUCTURE) 119 CORE CONCRETE (4") LF 23.0000 307,510.00 640.000 14,720.00 960.000 22,080.00 (S) (SUBSTRUCTURE) 120 CORE CONCRETE (14") LF 410.0000 2,537,080.00 221.000 90,610.00 1,837.200 753,252.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 2,089.170 43,350.28 4,430.170 91,926.03 (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 1,731,600.00 284.600 369.98 4,066.000 5,285.80 (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 1,971,960.00 441,315.000 1,421,034.30 3,170,517.000 10,209,064.74 (SF)(SUBSTRUCTURE) 127 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 0.000 0.00 (S) (SUBSTRUCTURE) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 9,664,000.00 0.000 0.00 (F) (SUBSTRUCTURE) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 0.000 0.00 (SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 2,091.000 144,279.00 (SF)(SUBSTRUCTURE) 134 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.142 14,200.00 (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 0.050 6,056.85 (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 0.046 75,990.80 (SUPERSTRUCTURE) 141 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.000 0.00 (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 0.033 53,310.51 0.113 182,548.11 (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 47.000 36,519.00 121.000 94,017.00 (F) (SUPERSTRUCTURE) 150 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 276.500 241,108.00 317.000 276,424.00 (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 0.000 0.00 (S) (SUPERSTRUCTURE) 153 MICROPILE EA 22,604.0000 6,374,328.00 1.000 22,604.00 2.000 45,208.00 (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 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 368,000.00 465.340 7,445.44 (SUPERSTRUCTURE) 162 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 0.000 0.00 (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 0.000 0.00 (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 0.000 0.00 (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 23,602.000 21,241.80 23,602.000 21,241.80 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,826,504.00 138,126.500 196,139.63 948,377.000 1,346,695.34 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 8,585,336.00 138,126.500 245,865.17 796,719.000 1,418,159.82 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 6,060.000 109,322.40 25,391.000 458,053.64 (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 36,414.00 552.000 938.40 3,548.500 6,032.45 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 552.000 4,255.92 3,548.500 27,358.94 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 14.000 204,400.00 (SUPERSTRUCTURE) 195 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 196 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.000 0.00 (S) (SUPERSTRUCTURE) 197 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 0.000 0.00 (S) (SUPERSTRUCTURE) 198 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.015 28,500.00 0.064 121,600.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 7,521,200.00 5,711.000 354,082.00 36,325.800 2,252,199.60 (SF)(SUPERSTRUCTURE) 200 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.304 30,400.00 (SUPERSTRUCTURE) 201 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 4,127.000 10,812.74 222,295.000 582,412.90 (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 1,001.000 309,309.00 (F) (SUPERSTRUCTURE) 207 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 0.000 0.00 (F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 06/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:13 AM ESTIMATE NO. 24 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 06/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 06/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,386,172.13 98,012,993.39 ADJUSTMENT OF COMPENSATION 0.00 106,280.80 EXTRA WORK 2,176,266.88 7,947,760.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,562,439.01 106,067,035.14 208 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 11,562,439.01 148,329,987.24 MATERIALS ON HAND ON SITE 27,181,309.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,762.53 -16,223.03 TOTAL 11,559,676.48 175,495,073.21 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 05/26/05 617 0 0 0 30% 43% PROGRESS IS SATISFACTORY SCOTT, MICHAEL J. RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/02