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 04/18/03 EST. NO.36 TIME 12:38 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 011 0004 9,378.72 A.C. @ L.S.(+) 040903 N 8674 0 0005 622.08 040903 N 887418 022 0049-1 -1,209.15 E.W. @ F.A.(+) 042002 N 3424 0 DAO CORRECTING ENTRY 0049-2 2,217.50 042002 N 3424 0 DAO CORRECTING ENTRY 0135-1 -7,122.10 070802 N 4538 0 DAO CORRECTING ENTRY 0136-1 -6,059.36 071002 N 4540 0 DAO CORRECTING ENTRY 0140-1 -7,476.34 071902 N 4546 0 DAO CORRECTING ENTRY 0351 23,732.57 031203 N 8415 0 024 0002 2,340.00 A.C. @ L.S.(+) 011502 N 2567 0 0003 10,144.20 011502 N 887240 028 0001 331.70 A.C. @ L.S.(+) 021502 N 2576 0 030 0001 -132,439.41 A.C. @ L.S.(-) 041503 N 30-001 034 0012-5 -1,620.40 E.W. @ F.A.(+) 091201 N 1607 0 DAO CORRECTING ENTRY 038 0097 1,597.72 E.W. @ F.A.(+) 010303 N 7336 0 0098 2,137.09 020603 N 8348 0 0099 608.30 022103 N 8359 0 0100 605.87 011803 N 8315 0 045 0001 42.80 A.C. @ L.S.(+) 021502 N 2600 0 056 0001 77.34 A.C. @ L.S.(+) 041603 N 56-001 063 0002 1,347.50 A.C. @ L.S.(+) 082602 N 4842 0 082 0001-2 930.07 E.W. @ F.A.(+) 090601 N 5201 0 DAO CORRECTING ENTRY 089 0028 903.02 E.W. @ F.A.(+) 020502 N 2047 0 0271-1 -115.61 060402 N 4356 0 DAO CORRECTING ENTRY 0271-2 122.01 060402 N 4356 0 DAO CORRECTING ENTRY 0287-1 -1,541.92 071902 N 4535 0 DAO CORRECTING ENTRY 0287-2 2,052.18 071902 N 4535 0 DAO CORRECTING ENTRY 0312-3 -7,549.20 072602 N 4785 0 DAO CORRECTING ENTRY 0312-4 7,549.20 072602 N 4785 0 DAO CORRECTING ENTRY 0634 6,584.75 110702 N 6704 0 0652 10,335.60 111202 N 6729 0 0660 854.87 111102 N 6724 0 0677 4,014.13 112602 N 6900 0 0681 274.90 112202 N 6879 0 0701-3 -5,871.51 091602 N 6388 0 DAO CORRECTING ENTRY 0701-4 6,067.14 091602 N 6388 0 DAO CORRECTING ENTRY 0703-3 -5,192.42 092302 N 6397 0 DAO CORRECTING ENTRY 0703-4 6,058.58 092302 N 6397 0 DAO CORRECTING ENTRY 0704-3 -3,570.66 092402 N 6398 0 DAO CORRECTING ENTRY 0704-4 3,931.59 092402 N 6398 0 DAO CORRECTING ENTRY 0736-1 -9,885.70 112002 N 6856 0 DAO CORRECTING ENTRY 0736-2 11,496.10 112002 N 6856 0 DAO CORRECTING ENTRY 0795 8,348.64 071902 N 4546R0 0797 6,757.20 071002 N 4540R0 0798 7,950.78 070802 N 4538R0 090 0001 3,010.06 A.C. @ L.S.(+) 041403 N 8727 0 094 0001 544.09 A.C. @ L.S.(+) 040903 N 8698 0 101 0001 43,715.77 A.C. @ L.S.(+) 041403 N 8726 0 118 0001 855.02 A.C. @ L.S.(+) 041403 N 8725 0 132 0260 7,402.81 E.W. @ F.A.(+) 010803 N 8189 0 0265 1,542.43 010703 N 8196 0 149 0001 7,044.82 A.C. @ L.S.(+) 060502 N 7153 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 04/18/03 EST. NO.36 TIME 12:38 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 151 0001 7,192.68 A.C. @ L.S.(+) 041403 N 8724 0 152 0001 2,277.00 A.C. @ L.S.(+) 052102 N 4274 0 153 0521 52.55 E.W. @ F.A.(+) 052302 N 7812 0 0523 45.25 011303 N 8020 0 0524 68.15 011403 N 8021 0 0525 38.85 013003 N 8022 0 0526 11,141.21 012903 N 8123 0 0527 11,141.21 020503 N 8124 0 0528 11,141.21 021203 N 8013 0 0529 41.62 021803 N 8244 0 0531 25.55 020403 N 8217 0 0532 6,589.44 031003 N 8179 0 0534 11,141.20 041003 N 8700 0 0535 11,141.20 041003 N 8701 0 0536 11,141.20 041003 N 8702 0 0537 11,141.20 041003 N 8703 0 154 0262 2,404.47 E.W. @ F.A.(+) 013003 N 8069 0 0264 5,012.66 013103 N 8071 0 0265 4,973.88 013003 N 8072 0 0268 716.46 012703 N 8258 0 0269 2,419.26 020603 N 8259 0 0272 4,180.66 021303 N 2862 0 0274 568.52 021303 N 8262S0 0275 70.26 020603 N 8259S0 0276 136.05 013103 N 8071S0 0277 78.87 013003 N 8069S0 0278 164.46 013003 N 8072S0 0280 88.34 012703 N 8258S0 156 0001 38.58 A.C. @ L.S.(+) 041403 N 8723 0 173 0001 13,395.00 A.C. @ U.P.(+) 041502 N 3239 0 176 0001 1,347.47 A.C. @ L.S.(+) 041403 N 8722 0 177 0001 2,170.70 A.C. @ L.S.(+) 041403 N 8721 0 185 0006 931.98 E.W. @ F.A.(+) 032202 N 3131 0 0007 1,514.94 032102 N 3454 0 0008 2,785.04 032002 N 3453 0 0010 225.49 070802 N 4752 0 0011 62.36 070902 N 4750 0 189 0054 1,746.00 E.W. @ F.A.(+) 012403 N 8265 0 0055 123.34 012403 N 8265S0 0056 1,164.31 012403 N 8264 0 0057 123.22 012403 N 8264S0 0058 442.51 012703 N 8266 0 0060 1,656.23 010603 N 8054 0 0061 851.83 012803 N 8053 0 0062 2,186.01 013003 N 8052 0 0066 751.42 012303 N 8048 0 0067 2,261.43 012803 N 8049 0 0068 2,331.26 011603 N 7956 0 0069 1,743.80 102902 N 7947 0 0070 1,992.18 012103 N 7955 0 0071 1,516.36 010703 N 7954 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 04/18/03 EST. NO.36 TIME 12:38 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0072 2,054.51 010803 N 7953 0 0073 2,197.83 011003 N 7952 0 0074 264.53 010703 N 7950 0 0078 50.39 010603 N 8054S0 0079 109.21 012303 N 8048S0 0080 71.84 012703 N 8266S0 0081 101.39 013003 N 8052S0 0082 76.06 012803 N 8053S0 200 0008 10,272.50 E.W. @ L.S.(+) 041403 N 8731 0 208 0204 2,264.42 E.W. @ F.A.(+) 101602 N 7409 0 0248 2,462.68 030602 N 7790 0 0306 5,891.92 022103 N 8278 0 0307 11,941.38 021403 N 8279 0 0309 4,168.38 021203 N 8281 0 0312 5,020.61 022103 N 8284 0 0318 7,562.63 021803 N 8579 0 0326 828.14 030703 N 8587 0 0330 953.32 022503 N 8591 0 0341 158.36 022103 N 8284S0 0342 509.88 021803 N 8579S0 0343 160.93 022103 N 8278S0 0344 715.08 021203 N 8281S0 0345 92.85 030703 N 8587S0 0346 35.74 022503 N 8591S0 212 0002 17,500.00 E.W. @ L.S.(+) 040303 N 8519 0 221 0004-1 -2,301.18 E.W. @ F.A.(+) 112102 N 6924 0 DAO CORRECTING ENTRY 0004-2 2,314.47 112102 N 6924 0 DAO CORRECTING ENTRY 0035 2,944.14 020503 N 7946 0 0036 1,026.82 020403 N 7945 0 0047 127.37 020403 N 7945S0 0048 257.69 020503 N 7946S0 235 0078 1,828.97 E.W. @ F.A.(+) 021103 N 8358 0 0079 766.84 021303 N 8357 0 0080 1,402.19 021203 N 8356 0 0081 2,220.32 020603 N 8354 0 0082 618.78 020803 N 8355 0 0083 836.96 020303 N 8353 0 0084 481.54 012203 N 8352 0 0085 363.93 012203 N 8351 0 0086 692.09 012003 N 8350 0 0087 858.75 011703 N 8349 0 0088 620.17 011303 N 8224 0 0089 855.42 011503 N 8226 0 0090 973.74 010903 N 8223 0 0091 1,519.08 011603 N 8225 0 0092 552.89 011503 N 8227 0 0093 670.30 010803 N 8222 0 0096 654.23 010703 N 8221 0 0098 654.23 010303 N 8220 0 261 0011 64,761.26 A.C. @ L.S.(+) 040303 N 8516 0 267 0006 142,436.67 E.W. @ L.S.(+) 031503 N 888684 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 04/18/03 EST. NO.36 TIME 12:38 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 473,972.49 TOTAL THIS ESTIMATE 23,910,102.45 TOTAL PREVIOUS ESTIMATE 24,384,074.94 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 04/18/03 EST. NO.36 TIME 12:38 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCS -348,750.00 02 MISSING SUBMITTALS -675,000.00 03 BASELINE SCHEDULE -425,720.00 04 MISSING DOCS 348,750.00 04 MISSING SUBMITTALS 675,000.00 04 BASELINE SCHEDULE 425,720.00 05 BASELINE SCHEDULE -950,000.00 05 CPM BASELINE -904,780.00 05 BASELINE SCHEDULE 950,000.00 06 CPM BASELINE 904,780.00 07 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 SCHEDULE -800,000.00 08 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE -968,982.50 09 BASELINE SCHEDULE 968,982.50 10 BASELINE SCHEDULE 968,982.50 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 SCHEDULE 800,000.00 10 CPM UPDATES,01/08 -900,000.00 13 CPM UPDATES 01/08 -264,325.64 13 TRAFFIC DELAY 9/30 -15,500.00 13 CPM SCHEDULE UPDATES -692,474.30 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 CPM SCHEDULE UPDATES -900,000.00 14 STL FAB 300 PLUS MI -13,728.18 14 CPM SCHEDULE UPDATES -22,500.00 15 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -900,000.00 16 CPM SCHEDULE UPDATES -691,727.00 16 CPM UDATE JULY-DEC1 -151,513.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 CPM UPDATE JULY-DEC1 -900,000.00 17 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/18/03 EST. NO.36 TIME 12:38 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OUT OF COMPLIANCE159 -288.75 17 STL FAB 300 PLUS MI 13,728.18 17 TRAFFIC DELAY 9/30 15,500.00 17 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 900,000.00 18 CPM SCHEDULE UPDATES 4,560.00 18 CPM SCHEDULE UPDATES 187,192.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 CPM SCHEDULE UPDATES 900,000.00 19 STL FAB 300 MI PLUS -2,736.33 19 CPM SCHEDULE UPDATES 691,727.00 20 CPM SCHEDULE UPDATES 523,222.30 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE JULY-DEC 151,513.00 20 CPM UPDATE JULY-DEC 900,000.00 20 CPM UPDATE 01/08 900,000.00 20 CPM UPDATES 01/08 264,325.64 20 STL FAB300 MI PLUS2 -2,474.77 20 STL FAB 300 MI PLUS2 -2,832.27 21 STL FAB DEDUCTION -1,553.34 22 STL FAB DEDUCTION -3,575.04 23 STL FAB DEDUCTION -2,762.53 24 STL FAB DEDUC 300MI -4,173.75 25 STL FAB +300#188&128 -3,625.17 26 SCHEDULE CPM AUG 02 -4,149,068.00 27 STL FAB +300MILES -5,777.72 27 SCHEDULE CPM AUG 02 4,149,068.00 28 STL FAB+300MILES OCT -4,301.25 29 STL FAB+300 MILES -4,176.73 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -900,000.00 30 SWPPP VIOLATION -403,216.00 30 STL FAB +300 MILES -9,892.05 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 900,000.00 31 SWPPP VIOLATION 403,216.00 31 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 -1,364.46 -75,479.37 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PAYROLL SUBCNTR-JAN 10,000.00 07 PAYROLL (PROTEST) -10,000.00 08 PAYROLL PROTEST 10,000.00 12 SWPPP VIOLATION -900,000.00 30 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 04/18/03 EST. NO.36 TIME 12:38 PM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- WESTAR PAYROLL -10,000.00 30 SWPPP VIOLATION 900,000.00 31 WESTAR PAYROLL - DEC -10,000.00 31 WESTAR PAYROLL DEC -10,000.00 32 WESTAR PAYROLL JAN -10,000.00 33 PAYROLL WESTAR FEB3 -10,000.00 34 WESTAR PAYROLL OCT02 10,000.00 35 WESTAR PAYROLL NOV02 10,000.00 35 WESTAR PAYROLL DEC 10,000.00 35 WESTAR PAYROLL JAN03 10,000.00 35 WESTAR PAYROLL FEB03 10,000.00 35 0.00 0.00 TOTAL DEDUCTIONS -1,364.46 -75,479.37 PROGRAM CAS145 PAGE 1 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 LOCATION PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TIME RELATED OVERHEAD WDAY 45,000.0000 5,250,000.00 31.000 1,395,000.00 921.000 41,445,000.00 002 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 0.580 29,580.00 SYSTEM DATA DELIVERY 004 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 200.000 1,000.00 2,850.000 14,250.00 005 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 15,750.00 387.800 1,745.10 008 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.629 24,153.60 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.749 662,116.00 010 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 0.635 158,750.00 012 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 0.671 538,142.00 014 TEMPORARY SILT FENCE LF 9.0000 54,000.00 3,966.100 35,694.90 015 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.010 3,490.00 0.768 268,032.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.636 2,247,624.00 (S) 017 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 83,024.000 207,560.00 (S) 018 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 243.000 1,579.50 (S) 019 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 9,472.000 37,888.00 (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 81,520.000 2,690,160.00 022 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 78,259.000 293,471.25 PROGRAM CAS145 PAGE 2 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 10,548.75 797.000 560,490.25 024 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 2.000 29,174.00 CUSHION/END TREATMENT 025 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 026 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 027 REMOVE STEEL PIPES LF 52.0000 10,400.00 217.000 11,284.00 028 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 0.000 0.00 029 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 82,411.000 61,808.25 PAVEMENT MARKING 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 48,340.000 96,680.00 PAVEMENT MARKING 031 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 032 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 1,335.000 35,377.50 AND SLOPE PROTECTION MATERIAL 033 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 034 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 (S) 035 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 0.000 0.00 (S) 036 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 037 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 0.000 0.00 (S) 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 040 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 041 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 (S) 042 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 5.100 459.00 043 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 044 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 045 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 046 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 047 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 (S) 048 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 049 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.524 366,800.00 (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 0.061 42,700.00 (S) 063 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.122 85,400.00 (S) 064 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.959 671,300.00 (S) (BACK UP POWER SYSTEM) 065 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.240 480,000.00 (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 1,000.000 85,000.00 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 068 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.003 5,552.50 0.427 790,305.69 (SUBSTRUCTURE) 069 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 0.944 566,922.03 (SUBSTRUCTURE) 070 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.013 72,032.14 0.376 2,083,391.18 (SUBSTRUCTURE) 071 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 072 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 34,999.880 1,452,495.02 (F) (SUBSTRUCTURE) 073 PIER BACKFILL CY 166.0000 413,340.00 1,679.350 278,772.10 (F) (SUBSTRUCTURE) 074 ARMOR ROCK CY 113.0000 708,510.00 2,749.820 310,729.66 (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 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 4,798.440 321,495.48 (SUBSTRUCTURE) 077 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 72.000 164,304.00 (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 10,165.800 325,305.60 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 116.000 368,764.00 (S) (SUBSTRUCTURE) 082 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 8,161.800 383,604.60 (SUBSTRUCTURE) 083 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 58.000 148,422.00 116.000 296,844.00 (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 4,347,200.00 121.920 1,024,128.00 596.720 5,012,448.00 (S) PILING (SUBSTRUCTURE) 087 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 088 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 (S) PILE (SUBSTRUCTURE) 089 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 32.000 54,912.00 1,027.000 1,762,332.00 CONCRETE PILING (SUBSTRUCTURE) 090 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 (S) PILE (SUBSTRUCTURE) 091 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 0.000 0.00 CONCRETE PILING (SUBSTRUCTURE) 092 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 0.000 0.00 (S) PILE (SUBSTRUCTURE) 093 MICROPILE EA 102,200.0000 9,158,200.00 10.700 1,093,540.00 297.000 30,353,400.00 (S) (SUBSTRUCTURE) 094 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.014 55,343.04 0.222 877,582.43 (S) (SUBSTRUCTURE) 095 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 173.000 80,099.00 564.000 261,132.00 (F) (SUBSTRUCTURE) 096 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 831.500 1,059,331.00 (F) (SUBSTRUCTURE) 097 DRILL AND BOND DOWEL LF 15.5000 209,095.00 93.330 1,446.62 9,566.090 148,274.40 (SUBSTRUCTURE) 098 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 298.000 8,940.00 (SUBSTRUCTURE) 099 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 0.000 0.00 (SUBSTRUCTURE) 100 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 0.000 0.00 (S) WALER UNIT (SUBSTRUCTURE) 101 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 0.000 0.00 (S) UNIT (SUBSTRUCTURE) 102 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 0.000 0.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 0.000 0.00 (S) (SUBSTRUCTURE) 104 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 105 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 (S) (TYPE A) (SUBSTRUCTURE) 106 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 107 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 0.050 10,528.75 2.000 421,150.00 (S) (TYPE C) (SUBSTRUCTURE) 108 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 2.000 760,000.00 15.000 5,700,000.00 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 1.870 833,380.46 13.570 6,047,579.06 (S) (TYPE A) (SUBSTRUCTURE) 110 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 111 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 3.480 772,041.48 (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 2.000 790,000.00 (TYPE D) (SUBSTRUCTURE) 115 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 0.010 2,965.47 1.990 590,128.53 (S) (TYPE D) (SUBSTRUCTURE) 116 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 117 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 2.000 593,870.00 (S) (TYPE E) (SUBSTRUCTURE) 118 CORE CONCRETE (3") LF 23.0000 3,562,700.00 7,824.080 179,953.84 87,004.280 2,001,098.44 (S) (SUBSTRUCTURE) 119 CORE CONCRETE (4") LF 23.0000 307,510.00 960.000 22,080.00 (S) (SUBSTRUCTURE) 120 CORE CONCRETE (14") LF 410.0000 2,537,080.00 221.000 90,610.00 4,047.200 1,659,352.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 95.000 1,971.25 9,501.750 197,161.31 (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 75,000.000 67,500.00 150,000.000 135,000.00 (SF)(SUBSTRUCTURE) 124 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 39,685.000 51,590.50 118,115.000 153,549.50 (SF)(SUBSTRUCTURE) 125 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 137,750.000 179,075.00 (SF)(FENDER)(SUBSTRUCTURE) 126 STEEL CASING LB 3.2200 1,971,960.00 103,000.000 331,660.00 3,721,511.000 11,983,265.42 (SF)(SUBSTRUCTURE) 127 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 2.000 79,400.00 14.000 555,800.00 (S) (SUBSTRUCTURE) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 9,664,000.00 1,720.000 2,476.80 750,164.000 1,080,236.16 (F) (SUBSTRUCTURE) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 1,720.000 705.20 496,713.100 203,652.37 (SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 216.000 2,592.00 (S) (SUBSTRUCTURE) 131 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 0.000 0.00 (SF)(SUBSTRUCTURE) 132 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.000 0.00 (S) (SUBSTRUCTURE) 133 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 417.500 28,807.50 7,074.500 488,140.50 (SF)(SUBSTRUCTURE) 134 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.025 2,500.00 0.453 45,300.00 (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 7,257.000 29,028.00 (SF)(SUBSTRUCTURE) 137 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.200 63,307.20 (SUPERSTRUCTURE) 138 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.240 29,072.88 (SUPERSTRUCTURE) 139 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.000 0.00 (SUPERSTRUCTURE) 140 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.005 8,259.87 0.058 95,814.49 (SUPERSTRUCTURE) 141 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.303 65,707.07 (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 0.016 25,847.52 0.408 659,111.76 (SUPERSTRUCTURE) 147 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.035 4,990.34 0.070 9,980.67 (SUPERSTRUCTURE) 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 149 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 244.000 189,588.00 886.000 688,422.00 (F) (SUPERSTRUCTURE) 150 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 236.200 205,966.40 857.600 747,827.20 (F) (SUPERSTRUCTURE) 151 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 170.000 18,530.00 585.000 63,765.00 (F) (SUPERSTRUCTURE) 152 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 4,044,642.00 109.800 114,850.80 1,849.890 1,934,984.94 (S) (SUPERSTRUCTURE) 153 MICROPILE EA 22,604.0000 6,374,328.00 17.900 404,611.60 156.850 3,545,437.40 (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 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 266,082.00 245.000 178,115.00 (SUPERSTRUCTURE) 158 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 268.000 91,388.00 1,037.000 353,617.00 (F) (SUPERSTRUCTURE) 159 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 73.170 22,390.02 209.323 64,052.84 (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 368,000.00 956.420 15,302.72 9,513.690 152,219.04 (SUPERSTRUCTURE) 162 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 316.000 8,848.00 (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 18.000 140,400.00 40.000 312,000.00 (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 15.800 155,803.80 37.800 372,745.80 (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 350,790.00 636.000 20,988.00 3,931.000 129,723.00 (S) (SUPERSTRUCTURE) 175 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 78.000 3,588.00 (S) (SUPERSTRUCTURE) 176 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 150.090 7,204.32 (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 2,720,700.00 384,673.870 346,206.48 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 52,111.300 67,744.69 242,080.170 314,704.22 (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 55,581.000 117,275.91 (SF)(SUPERSTRUCTURE) 188 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 4,826,504.00 66,503.100 94,434.40 3,103,414.600 4,406,848.73 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 8,585,336.00 66,503.100 118,375.52 3,103,414.600 5,524,077.99 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 1,274.000 22,982.96 70,165.000 1,265,776.60 (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 13,238.500 22,505.45 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 13,238.500 102,068.84 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 3.000 43,800.00 50.000 730,000.00 (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 0.041 77,900.00 0.286 543,400.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 7,521,200.00 6,422.300 398,182.60 93,450.230 5,793,914.26 (SF)(SUPERSTRUCTURE) 200 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.023 2,300.00 0.332 33,200.00 (SUPERSTRUCTURE) 201 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 2,358.000 6,177.96 289,800.100 759,276.26 (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 1,404,096.00 257.000 79,413.00 2,812.700 869,124.30 (F) (SUPERSTRUCTURE) 207 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 182.000 65,520.00 1,002.000 360,720.00 (F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 12:38 PM ESTIMATE NO. 36 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 04/20/03 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,898,494.42 191,761,329.06 ADJUSTMENT OF COMPENSATION 38,197.38 5,502,499.14 EXTRA WORK 435,775.11 18,881,575.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,372,466.91 216,145,404.00 208 MOBILIZATION LS 4487,318.0000 4,487,318.00 1.000 44,487,318.00 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 9,372,466.91 260,632,722.00 MATERIALS ON HAND ON SITE 44,091,417.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,364.46 -75,479.37 TOTAL 9,371,102.45 304,648,659.63 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 11/13/00 11/13/00 04/01/05 921 3 0 0 50% 64% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/18/03