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 04/26/02 EST. NO.22 TIME 12:11 PM 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 0016 2,449.97 E.W. @ F.A.(+) 012502 N 1838 0 003 0005 2,362.48 E.W. @ F.A.(+) 041102 N 3172 0 022 0024 1,028.22 E.W. @ F.A.(+) 030102 N 2673 0 0025 269.99 022502 N 2559 0 0028 696.68 021402 N 2476 0 0029 308.57 010702 N 2562 0 0030 1,425.73 010402 N 2561 0 0031 1,895.71 010302 N 2560 0 0032 231.42 030402 N 2684 0 0033 147.51 030402 N 2683 0 0034 260.62 030102 N 2713 0 0035 231.42 022702 N 2644 0 0036 940.42 022602 N 2609 0 0038 231.42 032202 N 2976 0 0039 361.59 032502 N 905170 0040 201,243.00 E.W. @ U.P (+) 041502 N 3232 0 0041 3,737.00 041802 N 3331 0 034 0011-1 -117.81 E.W. @ F.A.(+) 061401 N 1606 0 DAO CORRECTING ENTRY 0011-2 269.13 061401 N 1606 0 DAO CORRECTING ENTRY 0012-1 -1,026.10 091201 N 1607 0 DAO CORRECTING ENTRY 0012-2 1,480.05 091201 N 1607 0 DAO CORRECTING ENTRY 038 0047 161.99 E.W. @ F.A.(+) 030502 N 2714 0 0048 1,332.59 022102 N 2842 0 0054 631.12 012502 N 2700 0 070 0011-1 -1,375.90 E.W. @ F.A.(+) 071901 N 4603 0 DAO CORRECTING ENTRY 0011-2 1,397.63 071901 N 4603 0 DAO CORRECTING ENTRY 0021-1 -903.39 102901 N 613 0 DAO CORRECTING ENTRY 0021-2 903.39 102901 N 613 0 DAO CORRECTING ENTRY 0022-1 -2,437.26 102901 N 620 0 DAO CORRECTING ENTRY 0022-2 2,620.84 102901 N 620 0 DAO CORRECTING ENTRY 0023-1 -6,831.05 110401 N 4624 0 DAO CORRECTING ENTRY 0023-2 11,154.20 110401 N 4624 0 DAO CORRECTING ENTRY 0071 1,502.60 121801 N 2335 0 0089-1 -2,082.05 121601 N 2333 0 DAO CORRECTING ENTRY 0089-2 9,365.57 121601 N 2333 0 DAO CORRECTING ENTRY 0095 1,393.28 021402 N 2341 0 0106 5,861.20 121801 N 2533 0 0108 510.18 122101 N 2557 0 0111 6,003.51 121501 N 2517 0 0112 2,217.15 121801 N 2534 0 0116 6,135.31 121401 N 2868 0 0119 4,287.86 121201 N 2186 0 0120 2,562.66 120701 N 2867 0 0122 205.47 113001 N 2954 0 0127 429.12 011102 N 1968 0 0128 406.31 120701 N 2987 0 0129 643.23 121701 N 2990 0 0130 323.23 121701 N 2991 0 0131 549.29 121701 N 2993 0 0146 44,173.80 013002 N 1915 0 073 0001 421.19 E.W. @ F.A.(+) 091401 N 4901 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 04/26/02 EST. NO.22 TIME 12:11 PM 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 --------------------------------------------------------------------------- 0002 1,408.86 091701 N 4902 0 0003 850.45 091801 N 4903 0 0004 543.48 092101 N TI7340 0005 523.56 092501 N 4905 0 0006 543.85 092701 N 4906 0 0007 594.70 092501 N 4D54 0 0008 489.24 092601 N 876578 0009 764.69 110901 N 49 0 0010 310.03 111401 N 7202 0 0011 473.01 111501 N 7200 0 0012 867.20 111901 N 7199 0 0013 243.39 110101 N 4980 0 0014 761.16 100401 N 1806 0 0015 1,346.80 100801 N 1805 0 0016 976.66 100901 N 1807 0 0017 60.89 100901 N 1808 0 0019 1,704.64 101601 N 1803 0 0020 2,014.45 101701 N 1804 0 0021 2,395.98 102201 N 1145 0 0022 1,409.22 102201 N 1147 0 0023 445.48 102201 N 1149 0 0024 652.07 102301 N 1151 0 0025 2,608.25 102601 N 1153 0 0026 445.48 103001 N 1157 0 0027 1,409.22 102901 N 1155 0 0028 1,186.53 020702 N 2450 0 0029 1,226.81 020602 N 2449 0 0030 201.25 020502 N 2448 0 0031 1,037.42 100201 N 1363 0 0032 1,037.42 100101 N 1365 0 0033 1,246.16 100301 N 1361 0 0034 1,909.50 100401 N 1359 0 0039 2,452.08 101001 N 9867 0 0040 639.66 021502 N 2784 0 0042 904.83 021202 N 2779 0 0043 337.78 021102 N 2778 0 0044 2,593.71 020802 N 2777 0 0045 1,648.63 021302 N 2781 0 0046 932.83 021402 N 2782 0 0047 152.24 021402 N 2783 0 0048 1,134.08 022002 N 3039 0 0049 1,194.46 022202 N 3040 0 0050 627.42 022502 N 3041 0 0051 848.79 022602 N 3042 0 0052 1,817.50 022702 N 3043 0 0053 160.99 022802 N 3044 0 0054 1,102.70 030102 N 3047 0 0055 2,835.18 030502 N 3050 0 0056 1,340.64 030102 N 3051 0 0057 703.59 030602 N 3052 0 0058 728.05 030702 N 3053 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 04/26/02 EST. NO.22 TIME 12:11 PM 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 --------------------------------------------------------------------------- 0059 1,492.85 030402 N 3054 0 0060 1,949.56 030502 N 3059 0 0061 366.73 031802 N 3072 0 0062 1,728.36 110701 N 1371 0 0063 216.80 031502 N 3073 0 0064 844.43 031402 N 3074 0 0065 498.77 031202 N 3075 0 0066 1,873.92 030802 N 3076 0 0067 1,088.60 110501 N 1375 0 0068 602.96 110601 N 1373 0 077 0053-1 -1,007.33 E.W. @ F.A.(+) 083101 Y 4D50 0 DAO CORRECTING ENTRY 0060 2,043.64 072501 N 1792 0 082 0001 414.08 E.W. @ F.A.(+) 090601 N 5201 0 0002 808.01 091701 N 5203 0 089 0010 3,463.89 E.W. @ F.A.(+) 021402 N 2334 0 0020 2,344.73 110501 N 1849 0 0021 574.28 111201 N 1856 0 0022 370.36 111301 N 1857 0 0023 927.46 111401 N 1858 0 0024 649.70 111501 N 1859 0 0025 463.73 111601 N 1860 0 0026 1,567.50 111901 N 1862 0 0027 1,216.84 110301 N 1848 0 0036 155,196.21 021102 N 2162 0 0043 6,714.12 032202 N 2978 0 0046 194,943.00 E.W. @ U.P (+) 041502 N 3231 0 099 0001 475.38 E.W. @ F.A.(+) 112901 N 6305 0 0002 475.38 112601 N 63 0 0003 1,095.41 113001 N 7206 0 0004 1,132.76 100101 N 4907 0 0005 620.03 120301 N 523 0 0006 516.72 120501 N 1435 0 0007 413.35 120601 N 1436 0 0008 413.35 120701 N 1437 0 0009 1,825.71 011702 N 2008 0 0010 2,003.98 011702 N 2010 0 0011 1,825.71 012102 N 2021 0 0012 2,403.56 012102 N 2019 0 0013 2,002.32 011802 N 2018 0 0014 1,825.71 011802 N 2017 0 0016 1,888.19 011102 N 2093 0 0017 1,888.19 011402 N 2092 0 0018 2,002.32 012202 N 2156 0 0019 1,830.36 012202 N 2157 0 0020 1,825.85 012302 N 2158 0 0021 1,523.40 012302 N 2159 0 0022 2,255.46 012402 N 2160 0 0023 1,830.36 012502 N 2161 0 0024 1,888.19 011002 N 2094 0 0025 1,888.19 010802 N 2099 0 0026 2,060.15 010902 N 2098 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 04/26/02 EST. NO.22 TIME 12:11 PM 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 --------------------------------------------------------------------------- 0027 2,004.36 010702 N 2100 0 0028 1,919.48 011602 N 2063 0 0029 2,091.44 011602 N 2062 0 0030 1,888.19 011402 N 2091 0 0031 2,091.44 011502 N 2065 0 0032 1,919.48 011502 N 2064 0 0033 1,217.87 020602 N 2447 0 0034 1,307.81 020402 N 2446 0 0035 1,338.58 112801 N 2445 0 0037 152.24 021202 N 2780 0 0038 3,039.20 031902 N 3066 0 0039 1,645.08 031902 N 3067 0 0040 481.24 031802 N 3068 0 0041 1,188.38 031102 N 3069 0 0042 4,261.67 032002 N 3070 0 0043 603.73 031902 N 3071 0 117 0003-1 -917.82 E.W. @ F.A.(+) 090501 N 7504 0 DAO CORRECTING ENTRY 0003-2 940.42 090501 N 7504 0 DAO CORRECTING ENTRY 0005-1 -1,210.96 083101 N 7507 0 DAO CORRECTING ENTRY 0005-2 1,215.48 083101 N 7507 0 DAO CORRECTING ENTRY 124 0027 1,003.84 E.W. @ F.A.(+) 100901 N 0928 0 132 0003-1 -1,313.73 E.W. @ F.A.(+) 111401 N 8406 0 DAO CORRECTING ENTRY 0003-2 1,431.88 111401 N 8406 0 DAO CORRECTING ENTRY 0004-1 -2,025.93 102501 N 8403 0 DAO CORRECTING ENTRY 0004-2 2,029.10 102501 N 8403 0 DAO CORRECTING ENTRY 0005 9,621.86 101001 N 2878 0 0006 516.96 101001 N 570002 0007 3,815.76 100901 N 570030 0008 4,682.97 101101 N 570040 0009 602.86 101201 N 570050 0010 633.37 101501 N 570070 0011 2,027.15 101601 N 570080 0012 2,058.12 101701 N 570090 0013 2,526.63 101801 N 2917 0 0014 4,423.56 101901 N 570110 0015 1,988.05 102001 T 570120 0016 3,001.25 102201 N 570130 0018 9,676.07 102301 N 570150 0019 881.68 102301 N 570160 0020 6,539.18 102301 N 570170 0021 858.38 102001 N 570190 0022 2,891.39 102401 N 2909 0 0023 4,028.08 102401 N 2911 0 0024 4,972.40 102401 N 2912 0 0025 1,685.26 102501 N 2914 0 0026 1,141.17 102701 N 570250 0028 764.20 103001 N 2881 0 0029 1,311.65 103001 N 2882 0 0030 2,228.55 103001 N 2883 0 0031 9,737.75 110801 N 570300 0032 8,285.19 110901 N 570320 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 04/26/02 EST. NO.22 TIME 12:11 PM 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 --------------------------------------------------------------------------- 0034 4,807.25 111201 N 2887 0 0035 5,225.89 111301 N 2888 0 0035-1 -5,225.89 111301 N 2888 0 DAO CORRECTING ENTRY 0035-2 3,955.11 111301 N 2888 0 DAO CORRECTING ENTRY 0036 11,147.63 111301 N 2889 0 0043 5,334.00 102301 N 2902 0 0047 7,075.29 110801 N 2900 0 0048 10,019.52 111501 N 2899 0 0049 8,011.46 111701 N 904398 0050 9,974.35 111701 N 2897 0 0052 9,737.50 112601 N 2896 0 0053 12,080.57 112701 N 2895 0 0054 9,334.70 112701 N 289470 0055 9,045.67 112801 N 2893 0 0056 8,362.45 112901 N 2892 0 0057 4,190.48 102901 N 2880 0 0059 6,279.31 111901 N 2875 0 0060 8,483.23 110801 N 2486 0 0061 1,586.83 101901 N 2874 0 0062 42,274.82 101901 N 904630 0064 867.78 101001 N 2878A0 0065 811.01 111301 N 2889B0 0067 648.80 110801 N 2900B0 0068 811.01 111501 N 2899B0 0069 648.80 111701 N 2897B0 0071 694.22 102301 N 910648 0072 811.01 110901 N 2886B0 0073 648.80 111301 N 2888B0 0074 173.56 110801 N 570301 147 0054 1,088.93 E.W. @ F.A.(+) 090401 Y 4D51 0 0055 1,199.27 090501 Y 4D52 0 0056 205.00 090501 Y 4D53 0 0057 209.08 020702 N 2101 0 0058 1,007.33 083101 N 4D50 0 150 0001 3,195.42 E.W. @ F.A.(+) 112001 N TI7096 0002 1,974.49 112101 N 466 0 0003 1,056.00 111501 N 453 0 0004 1,023.16 111601 N 457 0 0005 1,555.31 111601 N 456 0 0006 3,011.57 111601 N 459 0 0007 1,604.19 111801 N 462 0 0008 1,569.36 111901 N 461 0 0009 2,692.02 112601 N 1636 0 0011 3,304.81 111601 N 8811 0 0013 2,319.00 120401 N 2022 0 0014 962.99 112601 N 2020 0 153 0024 375.57 E.W. @ F.A.(+) 010302 N 1877 0 0044 25,304.61 012302 N 2498 0 0045 41.72 021402 N 2555 0 0048 186.84 021102 N 2553 0 0072 28,014.01 030502 N 2685 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 04/26/02 EST. NO.22 TIME 12:11 PM 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 --------------------------------------------------------------------------- 0073 674.08 021302 N 2705 0 0074 1,903.39 021202 N 2714 0 0075 1,001.40 021102 N 2703 0 0077 2,761.60 011802 N 2701 0 0078 2,576.38 011702 N 2699 0 0079 1,756.42 011602 N 2698 0 0080 324.49 011402 N 2697 0 0082 699.63 030702 N 2722 0 0083 2,321.97 030702 N 2734 0 0086 33.61 021102 N 2949 0 0087 26.42 020502 N 2948 0 0088 428.87 012502 N 2946 0 0089 522.98 012402 N 2944 0 0090 106.02 012402 N 2947 0 0091 492.97 012302 N 2943 0 0093 34.24 012202 N 2942 0 0094 96.05 011802 N 2941 0 0095 53.89 021502 N 2951 0 0096 50.48 021502 N 904829 0098 33,294.81 032002 N 2966 0 0101 59.00 022202 N 3002 0 0102 106.45 020402 N 3001 0 0105 22,282.41 040302 N 3064 0 0110 50.02 020402 N 2952 0 1,233,671.71 TOTAL THIS ESTIMATE 4,011,636.29 TOTAL PREVIOUS ESTIMATE 5,245,308.00 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 04/26/02 EST. NO.22 TIME 12:11 PM 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 04/26/02 EST. NO.22 TIME 12:11 PM 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 -1,553.34 -9,885.46 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 -1,553.34 -9,885.46 PROGRAM CAS145 PAGE 1 DATE 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 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 65250,000.00 31.000 1,395,000.00 556.000 5,020,000.00 002 ESTABLISH MARINE ACCESS LS 8250,000.0000 18250,000.00 1.000 8,250,000.00 003 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 51,000.0000 51,000.00 0.020 1,020.00 0.340 17,340.00 SYSTEM DATA DELIVERY 004 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 0.000 0.00 005 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 0.377 14,476.80 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.564 498,576.00 010 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 0.030 7,500.00 0.470 117,500.00 012 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 0.383 307,166.00 014 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 3534,000.00 0.021 74,214.00 0.384 1,357,056.00 (S) 017 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 301.000 752.50 78,169.000 195,422.50 (S) 018 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 120.000 780.00 243.000 1,579.50 (S) 019 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 481.000 1,924.00 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 4953,960.00 78,600.000 2,593,800.00 022 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 66,709.000 250,158.75 PROGRAM CAS145 PAGE 2 DATE 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,593.00 605.000 425,466.25 024 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 75,600.00 700.000 1,400.00 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 0.000 0.00 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 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.173 138,400.00 (S) 059 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.324 226,800.00 (S) SYSTEM 060 LIGHTING LS 700,000.0000 700,000.00 0.000 0.00 (S) 061 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.000 0.00 (S) 062 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.007 4,900.00 (S) 063 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.101 70,700.00 (S) 064 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.929 650,300.00 (S) (BACK UP POWER SYSTEM) 065 MECHANICAL WORK LS 2000,000.0000 2000,000.00 0.110 220,000.00 0.140 280,000.00 (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 1850,833.00 0.149 275,774.12 (SUBSTRUCTURE) 069 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.008 4,804.42 0.402 241,422.31 (SUBSTRUCTURE) 070 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5540,934.00 0.000 0.00 (SUBSTRUCTURE) 071 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.092 49,944.04 0.715 388,152.05 (SUBSTRUCTURE) 072 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1452,500.00 478.870 19,873.11 33,532.790 1,391,610.79 (F) (SUBSTRUCTURE) 073 PIER BACKFILL CY 166.0000 413,340.00 140.730 23,361.18 617.290 102,470.14 (F) (SUBSTRUCTURE) 074 ARMOR ROCK CY 113.0000 708,510.00 771.240 87,150.12 (F) (SUBSTRUCTURE) 075 TEST BORINGS LS 1200,000.0000 1200,000.00 0.995 1,194,000.00 (S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1488,405.00 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 303,360.00 693.300 22,185.60 2,983.700 95,478.40 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 10.000 31,790.00 39.000 123,981.00 (S) (SUBSTRUCTURE) 082 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1123,065.00 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 14347,200.00 0.000 0.00 (S) PILING (SUBSTRUCTURE) 087 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 0.000 0.00 CONCRETE PILING (SUBSTRUCTURE) 088 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 2.000 248,000.00 2.000 248,000.00 (S) PILE (SUBSTRUCTURE) 089 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1568,424.00 0.000 0.00 CONCRETE PILING (SUBSTRUCTURE) 090 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 0.000 0.00 (S) PILE (SUBSTRUCTURE) 091 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1687,176.00 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 49158,200.00 11.000 1,124,200.00 83.900 8,574,580.00 (S) (SUBSTRUCTURE) 094 PRESTRESSING LS 3953,074.0000 3953,074.00 0.036 142,310.66 (S) (SUBSTRUCTURE) 095 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2856,710.00 8.000 3,704.00 8.000 3,704.00 (F) (SUBSTRUCTURE) 096 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4216,940.00 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 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1782,000.00 2.000 396,000.00 5.000 990,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 105 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1075,770.00 1.500 179,295.00 4.500 537,885.00 (S) (TYPE A) (SUBSTRUCTURE) 106 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1464,000.00 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 7980,000.00 1.000 380,000.00 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9358,818.00 0.500 222,829.00 0.500 222,829.00 (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 1600,000.00 0.000 0.00 (TYPE C) (SUBSTRUCTURE) 113 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1315,968.00 0.000 0.00 (S) (TYPE C) (SUBSTRUCTURE) 114 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1185,000.00 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 0.000 0.00 (TYPE E) (SUBSTRUCTURE) 117 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 0.000 0.00 (S) (TYPE E) (SUBSTRUCTURE) 118 CORE CONCRETE (3") LF 23.0000 3562,700.00 6,154.250 141,547.75 40,175.530 924,037.19 (S) (SUBSTRUCTURE) 119 CORE CONCRETE (4") LF 23.0000 307,510.00 0.000 0.00 (S) (SUBSTRUCTURE) 120 CORE CONCRETE (14") LF 410.0000 2537,080.00 312.000 127,920.00 1,369.200 561,372.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 982.840 20,393.93 1,202.840 24,958.93 (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 1731,600.00 3,781.400 4,915.82 (SF)(SUBSTRUCTURE) 125 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1076,400.00 0.000 0.00 (SF)(FENDER)(SUBSTRUCTURE) 126 STEEL CASING LB 3.2200 11971,960.00 262,800.000 846,216.00 2,371,096.000 7,634,929.12 (SF)(SUBSTRUCTURE) 127 COLUMN RESTRAINER BRACKET EA 39,700.0000 2382,000.00 0.000 0.00 (S) (SUBSTRUCTURE) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29664,000.00 0.000 0.00 (F) (SUBSTRUCTURE) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8446,000.00 0.000 0.00 (SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1144,705.00 0.000 0.00 (SF)(SUBSTRUCTURE) 132 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1760,000.00 0.000 0.00 (S) (SUBSTRUCTURE) 133 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1149,540.00 200.000 13,800.00 1,411.000 97,359.00 (SF)(SUBSTRUCTURE) 134 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.012 1,200.00 0.084 8,400.00 (S) (SUBSTRUCTURE) 135 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1991,520.00 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 1651,974.00 0.005 8,259.87 0.042 69,382.91 (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 1121,958.00 0.000 0.00 (SUPERSTRUCTURE) 146 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1615,470.00 0.032 51,695.04 0.048 77,542.56 (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 1119,657.00 0.000 0.00 (F) (SUPERSTRUCTURE) 150 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 0.000 0.00 (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 14044,642.00 0.000 0.00 (S) (SUPERSTRUCTURE) 153 MICROPILE EA 22,604.0000 6374,328.00 0.000 0.00 (S) (SUPERSTRUCTURE) 154 TEST BORINGS LS 294,630.0000 294,630.00 0.995 293,156.85 (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 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1836,000.00 14.200 4,345.20 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 8320,000.00 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 3619,200.00 0.000 0.00 (SUPERSTRUCTURE) 166 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1551,000.00 0.000 0.00 (SUPERSTRUCTURE) 167 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1543,424.00 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 4575,504.00 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 2011,680.00 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 2720,700.00 0.000 0.00 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 4542,200.00 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 3379,040.00 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 14826,504.00 77,667.000 110,287.14 479,840.500 681,373.51 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18585,336.00 77,667.000 138,247.26 479,840.500 854,116.09 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4427,016.00 5,106.000 92,112.24 14,889.000 268,597.56 (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 36,414.00 216.000 367.20 2,636.000 4,481.20 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 216.000 1,665.36 2,636.000 20,323.56 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1781,200.00 4.000 58,400.00 6.000 87,600.00 (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 1900,000.00 0.010 19,000.00 0.047 89,300.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17521,200.00 3,525.000 218,550.00 25,632.800 1,589,233.60 (SF)(SUPERSTRUCTURE) 200 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.023 2,300.00 0.304 30,400.00 (SUPERSTRUCTURE) 201 MISCELLANEOUS METAL LB 2.6200 1207,034.00 24,765.000 64,884.30 182,343.000 477,738.66 (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 1404,096.00 -343.000 -105,987.00 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 04/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:11 PM ESTIMATE NO. 22 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 04/19/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 04/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,877,979.54 81,193,799.97 ADJUSTMENT OF COMPENSATION 0.00 100,388.80 EXTRA WORK 1,233,671.71 5,144,919.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,111,651.25 86,439,107.97 208 MOBILIZATION LS 4487,318.0000 44487,318.00 0.950 2,262,952.10 ORIGINAL CONTRACT AMOUNT 84,403,479.20 TOTAL WORK COMPLETED 7,111,651.25 28,702,060.07 MATERIALS ON HAND ON SITE 29,710,241.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,553.34 -9,885.46 TOTAL 7,110,097.91 58,402,415.61 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 05/26/05 556 0 0 0 26% 38% PROGRESS IS SATISFACTORY SCOTT, MICHAEL J. RESIDENT ENGINEER PROGRAM CAS145 DATE 04/26/02