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 05/24/02 EST. NO.23 TIME 11:49 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 --------------------------------------------------------------------------- 002 0014 1,439.05 E.W. @ F.A.(+) 032102 N 3526 0 022 0026 1,126.43 E.W. @ F.A.(+) 022202 N 2563 0 0044 231.42 040302 N 3116 0 0046 231.42 040802 N 3129 0 0048 231.42 041002 N 3157 0 0049 1,209.15 042002 N 3424 0 0051 271.19 042502 N 3471 0 0052 43,660.00 E.W. @ U.P (+) 051502 N 3605 0 0053 49,860.96 051502 N 3606 0 0054 170,769.06 051502 N 3604 0 0055 84,986.80 E.W. @ F.A.(+) 051602 N 3609 0 038 0049-1 -1,130.03 E.W. @ F.A.(+) 022102 N 9672 0 DAO CORRECTING ENTRY 0053 204.79 030602 N 2715 0 051 0001 1,342.00 A.C. @ L.S.(+) 041502 N 2796 0 062 0001 4,550.00 A.C. @ L.S.(+) 041502 N 3237 0 070 0041-1 -752.06 E.W. @ F.A.(+) 121101 N 1958 0 DAO CORRECTING ENTRY 0041-2 767.90 121101 N 1958 0 DAO CORRECTING ENTRY 0045-1 -1,856.96 120401 N 1918 0 DAO CORRECTING ENTRY 0045-2 2,482.75 120401 N 1918 0 DAO CORRECTING ENTRY 0052-1 -2,103.07 121201 N 2188 0 DAO CORRECTING ENTRY 0052-2 2,115.43 121201 N 2188 0 DAO CORRECTING ENTRY 0065-1 -3,679.77 121301 N 2267 0 DAO CORRECTING ENTRY 0065-2 4,294.08 121301 N 2267 0 DAO CORRECTING ENTRY 0075-1 -289.23 120701 N 2252 0 DAO CORRECTING ENTRY 0075-2 289.48 120701 N 2252 0 DAO CORRECTING ENTRY 0090-1 -2,555.25 121501 N 2329 0 DAO CORRECTING ENTRY 0090-2 5,569.74 121501 N 2329 0 DAO CORRECTING ENTRY 0091 7,124.08 121501 N 2328 0 0092-1 -2,730.28 121401 N 2274 0 DAO CORRECTING ENTRY 0092-2 2,964.80 121401 N 2274 0 DAO CORRECTING ENTRY 0105 4,008.09 122101 N 2558 0 0107 812.84 122001 N 2556 0 0110-1 -4,417.31 121701 N 2530 0 DAO CORRECTING ENTRY 0110-2 4,429.98 121701 N 2530 0 DAO CORRECTING ENTRY 0113 2,416.82 120601 N 2843 0 0117 368.69 121201 N 2855 0 0118 3,101.39 120701 N 2850 0 0121 3,029.32 122101 N 2196 0 0124 1,668.26 122101 N 2198 0 0132 390.88 121801 N 2994 0 0133 4,196.95 121801 N 2995 0 0134 3,234.39 121801 N 2996 0 0137 557.53 121901 N 2192 0 0138 3,420.37 121901 N 3004 0 0139 8,222.23 121601 N 3158 0 0140 1,325.98 121701 N 2992 0 0141 2,727.85 121001 N 3155 0 0142 339.61 120401 N 3154 0 0144 4,993.21 112901 N 2013A0 0158 399.30 121101 N 3200 0 0160 5,696.46 042302 N 3346 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 05/24/02 EST. NO.23 TIME 11:49 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 --------------------------------------------------------------------------- 0175 3,246.92 040502 N 3123 0 0189 1,100.89 041102 N 3186 0 0193 990.00 120301 N 3192 0 073 0071 42.35 E.W. @ F.A.(+) 032602 N 3521 0 089 0011-1 -1,521.77 E.W. @ F.A.(+) 110601 N 1850 0 DAO CORRECTING ENTRY 0011-2 2,443.74 110601 N 1850 0 DAO CORRECTING ENTRY 0012-1 -2,252.70 110701 N 1851 0 DAO CORRECTING ENTRY 0012-2 3,174.67 110701 N 1851 0 DAO CORRECTING ENTRY 0013-1 -2,126.30 110801 N 1852 0 DAO CORRECTING ENTRY 0013-2 3,048.27 110801 N 1852 0 DAO CORRECTING ENTRY 0018-1 -2,925.43 111001 N 1855 0 DAO CORRECTING ENTRY 0018-2 5,323.76 111001 N 1855 0 DAO CORRECTING ENTRY 0019-1 -4,075.47 110901 N 1854 0 DAO CORRECTING ENTRY 0019-2 6,683.81 110901 N 1854 0 DAO CORRECTING ENTRY 0029 833.17 012202 N 1844 0 0030 5,068.25 012202 N 1843 0 0045 3,516.25 012902 N 1970 0 0047 3,516.20 012802 N 1870 0 0048 3,572.90 012502 N 1847 0 0049 3,667.69 012402 N 1846 0 0051 3,725.47 012202 N 1842 0 0053 3,797.51 013002 N 1999 0 0054 4,926.63 032602 N 3107 0 0055 2,995.83 013102 N 2000 0 0056 3,763.77 020102 N 2001 0 0058 3,005.22 020402 N 2041 0 0062 4,158.25 031902 N 2969 0 0064 5,041.94 022602 N 2638A0 0067 5,011.25 022702 N 2643 0 0068 4,392.35 030602 N 2765 0 0069 5,594.21 020502 N 2048 0 0070 4,530.91 030402 N 2716 0 0076 3,458.14 021402 N 2482 0 0077 3,581.72 032502 N 2986 0 0082 2,641.73 021102 N 2226 0 0090 3,517.11 031102 N 2820 0 099 0015 5,775.00 E.W. @ F.A.(+) 012102 N 2039 0 0036 13,321.00 022702 N 2624 0 0044 112.20 030702 N 2746 0 0046 1,724.16 040502 N 3514 0 0047 1,589.85 040402 N 3513 0 0048 1,118.16 040902 N 3515 0 0049 2,835.38 032102 N 3516 0 0050 2,717.29 040302 N 3512 0 0051 1,926.13 032602 N 3520 0 0053 1,531.96 032502 N 3518 0 0054 3,074.33 032202 N 3517 0 0055 1,234.10 032502 N 3519 0 0056 2,238.22 032802 N 3523 0 0057 1,239.67 032702 N 3522 0 0058 304.55 032902 N 3524 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 05/24/02 EST. NO.23 TIME 11:49 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 --------------------------------------------------------------------------- 0059 809.43 032902 N 3525 0 124 0028 2,836.83 E.W. @ F.A.(+) 030402 N 3082 0 0029 158.55 030102 N 3081 0 0030 2,085.70 030502 N 3445 0 0031 504.33 030702 N 3447 0 132 0041-1 -975.14 E.W. @ F.A.(+) 111201 N 1134 0 DAO CORRECTING ENTRY 0041-2 1,006.90 111201 N 1134 0 DAO CORRECTING ENTRY 0044 10,301.19 111401 N 2890 0 0070 811.01 111601 N 2898B0 0075 5,162.71 111201 N 3335 0 150 0012 2,454.60 E.W. @ F.A.(+) 120501 N 2023 0 153 0011-1 -1,300.12 E.W. @ F.A.(+) 121701 N 1667 0 DAO CORRECTING ENTRY 0011-2 1,310.58 121701 N 1667 0 DAO CORRECTING ENTRY 0037 271.28 010802 N 2325 0 0040 27,691.99 021402 N 2338 0 0049 207.64 013002 N 2546 0 0050 197.12 012802 N 2544 0 0055 817.66 012202 N 2540 0 0056 88.96 012102 N 2539 0 0058 548.67 011602 N 2536 0 0060 158.22 020702 N 2551 0 0063 265.56 020402 N 2548 0 0064 962.55 020602 N 2550 0 0065 178.70 020602 N 2550B0 0085 96.45 022102 N 2841 0 0103 1,887.85 022502 N 3084 0 0104 1,640.14 022602 N 3083 0 0109 151.90 032502 N 3021 0 0112 54.63 040802 N 3217 0 0113 48.32 031202 N 3209 0 0114 737.53 031502 N 3450 0 0115 45.17 031402 N 3210 0 0116 37.32 031502 N 3211 0 0117 25.28 031802 N 3212 0 0118 121.97 031902 N 3213 0 0119 158.72 032802 N 3214 0 0120 109.62 040202 N 3215 0 0121 80.19 040302 N 3216 0 0122 49.02 031102 N 3208 0 0123 32.01 030502 N 3207 0 0124 42.14 021902 N 3202 0 0127 42.01 022702 N 3205 0 0128 39.27 030102 N 3206 0 0129 4,782.80 032102 N 3494 0 0133 5,970.23 032202 N 3495 0 632,466.87 TOTAL THIS ESTIMATE 5,245,308.00 TOTAL PREVIOUS ESTIMATE 5,877,774.87 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 05/24/02 EST. NO.23 TIME 11:49 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 05/24/02 EST. NO.23 TIME 11:49 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 -3,575.04 -13,460.50 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 -3,575.04 -13,460.50 PROGRAM CAS145 PAGE 1 DATE 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER JV IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TIME RELATED OVERHEAD WDAY 45,000.0000 5,250,000.00 30.000 1,350,000.00 586.000 26,370,000.00 002 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 0.360 18,360.00 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 0.398 15,283.20 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.579 511,836.00 010 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 0.485 121,250.00 012 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 0.407 326,414.00 014 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 0.405 1,431,270.00 (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 7,559.000 28,346.25 74,268.000 278,505.00 PROGRAM CAS145 PAGE 2 DATE 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 5,626.00 613.000 431,092.25 024 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 103,350.00 510.000 13,515.00 510.000 13,515.00 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 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.039 31,200.00 0.212 169,600.00 (S) 059 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.093 65,100.00 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 0.015 10,500.00 0.116 81,200.00 (S) 064 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.002 1,400.00 0.931 651,700.00 (S) (BACK UP POWER SYSTEM) 065 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.068 136,000.00 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 0.005 9,254.17 0.154 285,028.28 (SUBSTRUCTURE) 069 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.061 36,633.73 0.463 278,056.04 (SUBSTRUCTURE) 070 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.000 0.00 (SUBSTRUCTURE) 071 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.045 24,429.15 0.760 412,581.20 (SUBSTRUCTURE) 072 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 33,532.790 1,391,610.79 (F) (SUBSTRUCTURE) 073 PIER BACKFILL CY 166.0000 413,340.00 191.940 31,862.04 809.230 134,332.18 (F) (SUBSTRUCTURE) 074 ARMOR ROCK CY 113.0000 708,510.00 160.100 18,091.30 931.340 105,241.42 (F) (SUBSTRUCTURE) 075 TEST BORINGS LS 1200,000.0000 1,200,000.00 0.005 6,000.00 1.000 1,200,000.00 (S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,496.400 79,884.80 5,480.100 175,363.20 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 25.000 79,475.00 64.000 203,456.00 (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 814,096.00 264.500 368,713.00 264.500 368,713.00 CONCRETE PILING (SUBSTRUCTURE) 088 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 2.000 248,000.00 (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 0.000 0.00 (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 9.600 981,120.00 93.500 9,555,700.00 (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 (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 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 198,000.00 6.000 1,188,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 105 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 1.500 179,295.00 6.000 717,180.00 (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 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.250 111,414.50 0.750 334,243.50 (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 1.000 415,000.00 (TYPE E) (SUBSTRUCTURE) 117 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 0.500 148,467.50 0.500 148,467.50 (S) (TYPE E) (SUBSTRUCTURE) 118 CORE CONCRETE (3") LF 23.0000 3,562,700.00 6,187.000 142,301.00 46,362.530 1,066,338.19 (S) (SUBSTRUCTURE) 119 CORE CONCRETE (4") LF 23.0000 307,510.00 320.000 7,360.00 320.000 7,360.00 (S) (SUBSTRUCTURE) 120 CORE CONCRETE (14") LF 410.0000 2,537,080.00 247.000 101,270.00 1,616.200 662,642.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 1,138.160 23,616.82 2,341.000 48,575.75 (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 3,781.400 4,915.82 (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 1,971,960.00 358,106.000 1,153,101.32 2,729,202.000 8,788,030.44 (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 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,149,540.00 680.000 46,920.00 2,091.000 144,279.00 (SF)(SUBSTRUCTURE) 134 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.058 5,800.00 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 0.004 6,607.90 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 0.032 51,695.04 0.080 129,237.60 (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 74.000 57,498.00 74.000 57,498.00 (F) (SUPERSTRUCTURE) 150 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 40.500 35,316.00 40.500 35,316.00 (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 1.000 22,604.00 (S) (SUPERSTRUCTURE) 154 TEST BORINGS LS 294,630.0000 294,630.00 0.005 1,473.15 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 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,826,504.00 330,410.000 469,182.20 810,250.500 1,150,555.71 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 8,585,336.00 178,752.000 318,178.56 658,592.500 1,172,294.65 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 4,442.000 80,133.68 19,331.000 348,731.24 (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 36,414.00 360.500 612.85 2,996.500 5,094.05 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 360.500 2,779.46 2,996.500 23,103.02 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 10.000 146,000.00 (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 0.002 3,800.00 0.049 93,100.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 7,521,200.00 4,982.000 308,884.00 30,614.800 1,898,117.60 (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 35,825.000 93,861.50 218,168.000 571,600.16 (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 05/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:49 AM ESTIMATE NO. 23 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 05/20/02 R.E. NAME: SCOTT, MICHAEL J. DATE OF THIS ESTIMATE 05/24/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,433,021.32 88,626,821.27 ADJUSTMENT OF COMPENSATION 5,892.00 106,280.80 EXTRA WORK 626,574.87 5,771,494.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,065,488.19 94,504,596.14 208 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 8,065,488.19 136,767,548.24 MATERIALS ON HAND ON SITE 27,470,651.37 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,575.04 -13,460.50 TOTAL 8,061,913.15 164,224,739.11 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 05/26/05 586 0 0 0 27% 40% PROGRESS IS SATISFACTORY SCOTT, MICHAEL J. RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/02