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 12/23/02 EST. NO.31 TIME 10:09 AM 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 --------------------------------------------------------------------------- 004 0003 558.80 A.C. @ U.P.(+) 103102 N 6454 0 022 0318 2,316.89 E.W. @ F.A.(+) 082902 N 5892 0 038 0071 395.39 E.W. @ F.A.(+) 081502 N 4882 0 0072 2,889.93 030502 N 6528 0 0073 2,501.50 030402 N 6529 0 0075 526.43 032602 N 6511 0 0077 339.55 041502 N 6510 0 0078 1,932.42 051302 N 6509 0 0079 306.99 022802 N 6508 0 070 0113-2 2,417.68 E.W. @ F.A.(+) 120601 N 2843 0 DAO CORRECTING ENTRY 0211-1 -2,367.80 120401 N 4962 0 DAO CORRECTING ENTRY 0211-2 6,540.36 120401 N 4962 0 DAO CORRECTING ENTRY 073 0099 507.46 E.W. @ F.A.(+) 072402 N 4753 0 0100 602.14 081902 N 4880 0 0101 1,279.96 082102 N 4881 0 0102 1,455.51 092801 N 4917 0 0103 678.64 071902 N 5473 0 088 0038 31,750.00 A.C. @ L.S.(+) 080102 N 4619 0 089 0199-1 -6,218.82 E.W. @ F.A.(+) 052002 N 3759 0 DAO CORRECTING ENTRY 0244-1 -7,678.16 052202 N 3779 0 DAO CORRECTING ENTRY 0302-1 -7,459.91 062702 N 4451 0 DAO CORRECTING ENTRY 0303-1 -7,701.69 062602 N 4450 0 DAO CORRECTING ENTRY 0304-1 -7,651.82 062502 N 4449 0 DAO CORRECTING ENTRY 0306-1 -6,035.78 062402 N 4448 0 DAO CORRECTING ENTRY 0665 3,654.02 100102 N 6403 0 0668 4,124.78 111302 N 6888 0 0690 5,473.98 E.W. @ U.P (+) 121202 N 7008 0 099 0036-4 16,744.00 E.W. @ F.A.(+) 022702 N 2624 0 DAO CORRECTING ENTRY 0072 2,142.48 011502 N 3019 0 0073 2,285.81 011402 N 3018 0 0078 2,111.66 012402 N 1837 0 0079 2,111.66 012402 N 1836 0 0080 2,111.66 012302 N 1834 0 0082 2,258.00 011702 N 1790 0 0083 2,326.33 011802 N 916029 0084 3,439.99 012102 N 1827 0 0085 2,111.66 012102 N 3576 0 0086 2,111.66 012202 N 1828 0 0121 1,035.78 052802 N 4740 0 0122 1,136.81 052902 N 4741 0 0123 42,596.00 081502 N 4841 0 0125 568.45 061302 N 5005 0 0126 2,450.43 061902 N 5023 0 0127 1,136.81 061702 N 5008 0 0128 45,338.76 090302 N 5442 0 0129 1,274.37 102802 N 6418 0 0130 148.72 101502 N 6570 0 0131 371.36 101502 N 6571 0 0132 1,538.39 101702 N 6577 0 0133 1,340.72 101702 N 6576 0 0134 1,208.55 101602 N 6574 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 12/23/02 EST. NO.31 TIME 10:09 AM 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 --------------------------------------------------------------------------- 0135 1,586.24 101602 N 6575 0 0136 1,402.76 101402 N 6572 0 0137 2,832.42 091702 N 6765 0 0138 959.73 091602 N 6764 0 0139 1,950.90 100902 N 6565 0 0140 1,896.91 100902 N 6564 0 0141 1,585.06 100802 N 6563 0 0142 1,585.06 100702 N 6562 0 0143 1,107.67 100702 N 6561 0 0144 1,405.81 100402 N 6560 0 0145 1,694.29 100402 N 6559 0 0146 1,054.70 100302 N 6558 0 0147 1,761.84 100202 N 6557 0 0148 1,138.15 100202 N 6556 0 0149 1,252.33 100202 N 6555 0 0150 1,311.27 100102 N 6554 0 0151 1,340.72 093002 N 6553 0 0152 1,626.79 092702 N 6552 0 0153 1,266.30 092602 N 6551 0 0154 1,929.21 092502 N 6550 0 0155 1,278.06 092002 N 6754 0 0156 2,780.83 092002 N 6755 0 0157 1,710.73 092302 N 6756 0 0158 1,366.55 092302 N 6757 0 0159 1,708.27 092402 N 6758 0 0160 1,233.97 092502 N 6759 0 0161 1,575.68 091802 N 6752 0 0162 1,708.69 091902 N 6753 0 0163 810.36 101002 N 6566 0 0164 1,726.42 101002 N 6567 0 0165 1,317.42 101102 N 6568 0 0166 1,450.77 101402 N 6569 0 109 0001 3,861.00 A.C. @ L.S.(+) 053002 N 3810 0 132 0015-1 -1,988.05 E.W. @ F.A.(+) 102001 Y 570120 DAO CORRECTING ENTRY 0054-2 12,733.93 112701 N 2894 0 DAO CORRECTING ENTRY 135 0001 -54,000.00 A.C. @ L.S.(-) 121702 N 0001 0 153 0229 5,271.56 E.W. @ F.A.(+) 102902 N 6420 0 0235 11,141.21 110702 N 6606 0 0236 6,932.65 110602 N 6544 0 0237 11,141.20 121002 N 6982 0 0238 11,141.20 111402 N 6762 0 154 0215 5,707.90 E.W. @ F.A.(+) 073102 N 4789 0 0217 690.60 073002 N 4791 0 0228 154.98 073102 N 4790S0 0229 77.87 073102 N 4789S0 0230 81.54 073002 N 4971S0 189 0039 29,045.48 E.W. @ F.A.(+) 070302 N 4618 0 208 0004 7,237.81 E.W. @ F.A.(+) 040802 N 4227 0 0092 3,818.15 051502 N 5995 0 0094 9,422.02 032502 N 6087 0 0101 8,410.33 043002 N 6101 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 12/23/02 EST. NO.31 TIME 10:09 AM 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 --------------------------------------------------------------------------- 0104 1,793.98 042402 N 6104 0 0105 1,808.36 050802 N 6105 0 0158 5,213.75 090302 N 6125 0 0166 9,620.51 090902 N 5976 0 0167 12,316.86 091102 N 5975 0 0169 3,564.44 061002 N 4374 0 230 0001 3,297.78 A.C. @ F.A.(+) 062402 N 4372 0 0002 3,677.92 062402 N 4373 0 0002-1 -3,677.92 062402 N 4373 0 DAO CORRECTING ENTRY 0002-2 3,674.11 062402 N 4373 0 DAO CORRECTING ENTRY 0004 10,343.66 062602 N 4701 0 0006 9,242.72 062502 N 4703 0 0009 1,632.95 061402 N 4707 0 0010 7,707.79 061402 N 4708 0 0011 2,586.04 061302 N 4709 0 0012 1,352.87 061002 N 4710 0 0014 12,029.73 070102 N 4699 0 0014-1 -12,029.73 070102 N 4699 0 DAO CORRECTING ENTRY 0014-2 11,081.22 070102 N 4699 0 DAO CORRECTING ENTRY 0015 10,577.84 070802 N 4698 0 0015-1 -10,577.84 070802 N 4698 0 DAO CORRECTING ENTRY 0015-2 9,900.23 070802 N 4698 0 DAO CORRECTING ENTRY 0017 5,785.24 072302 N 4690 0 0019 6,664.22 071902 N 4692 0 0019-1 -6,664.22 071902 N 4692 0 DAO CORRECTING ENTRY 0019-2 4,538.59 071902 N 4692 0 DAO CORRECTING ENTRY 0021 3,206.57 071802 N 4694 0 0024 8,254.99 071602 N 4697 0 0024-1 -8,254.99 071602 N 4697 0 DAO CORRECTING ENTRY 0024-2 7,430.70 071602 N 4697 0 DAO CORRECTING ENTRY 0025 10,493.82 071202 N 4498 0 0028 14,838.54 061902 N 4502 0 0029 14,116.52 061802 N 4503 0 0029-1 -14,116.52 061802 N 4503 0 DAO CORRECTING ENTRY 0029-2 873.55 061802 N 4503 0 DAO CORRECTING ENTRY 0031 1,162.38 061302 N 4572 0 0031-1 -1,162.38 061302 N 4572 0 DAO CORRECTING ENTRY 0031-2 1,161.11 061302 N 4572 0 DAO CORRECTING ENTRY 0032 8,409.11 061902 N 4573 0 0035 8,735.64 062602 N 4576 0 0036 11,334.20 070302 N 4578 0 0037 8,365.45 070302 N 4579 0 0038 17,302.90 070902 N 4580 0 0038-1 -17,302.90 070902 N 4580 0 DAO CORRECTING ENTRY 0038-2 7,812.87 070902 N 4580 0 DAO CORRECTING ENTRY 0039 14,634.88 070902 N 4500 0 0039-1 -14,634.88 070902 N 4500 0 DAO CORRECTING ENTRY 0041 7,465.75 061302 N 4637 0 0041-1 -7,465.75 061302 N 4637 0 DAO CORRECTING ENTRY 0042 9,974.63 061402 N 4638 0 0042-1 -9,974.63 061402 N 4638 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 12/23/02 EST. NO.31 TIME 10:09 AM 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 --------------------------------------------------------------------------- 0042-2 8,385.08 061402 N 4638 0 DAO CORRECTING ENTRY 0043 6,585.05 061702 N 4639 0 0043-1 -6,585.05 061702 N 4639 0 DAO CORRECTING ENTRY 0043-2 6,574.93 061702 N 4639 0 DAO CORRECTING ENTRY 0044 11,772.20 061702 N 4640 0 0045 10,080.60 061702 N 4641 0 0045-1 -10,080.60 061702 N 4641 0 DAO CORRECTING ENTRY 0045-2 7,598.51 061702 N 4641 0 DAO CORRECTING ENTRY 0047 5,761.35 062002 N 4642 0 0047-1 -5,761.35 062002 N 4642 0 DAO CORRECTING ENTRY 0047-2 5,558.50 062002 N 4642 0 DAO CORRECTING ENTRY 0048 11,681.92 062502 N 4643 0 0048-1 -11,681.92 062502 N 4643 0 DAO CORRECTING ENTRY 0048-2 11,276.21 062502 N 4643 0 DAO CORRECTING ENTRY 0050 12,414.95 070802 N 4647 0 0052 13,100.15 071002 N 4648 0 0052-1 -13,100.15 071002 N 4648 0 DAO CORRECTING ENTRY 0052-2 9,205.57 071002 N 4648 0 DAO CORRECTING ENTRY 0054 7,270.76 072302 N 4900 0 0055 4,677.78 072202 N 4901 0 0057 5,056.88 080602 N 4903 0 0060 3,732.03 061402 N 4819 0 0061 3,814.62 070302 N 4820 0 0063 7,622.69 072902 N 4821 0 0065 10,589.48 080502 N 4906 0 0066 6,957.80 080502 N 4907 0 0068 11,085.61 081902 N 5017 0 0069 14,457.70 072902 N 4824 0 0071 2,609.22 081902 N 5012 0 0072 10,975.85 081302 N 5019 0 0073 7,488.62 082102 N 5013 0 0074 8,299.10 081502 N 5021 0 0075 10,331.06 082002 N 5015 0 0076 6,512.47 081402 N 5022 0 0077 11,125.70 081402 N 5018 0 0078 959.86 072202 N 5954 0 0084 7,954.71 081302 N 5936 0 0087 2,100.45 072202 N 5953 0 0088 2,621.61 061302 N 5935 0 0091 11,368.38 080902 N 5938 0 0092 1,348.99 083002 N 5939 0 0103 12,676.65 080602 N 5943 0 0106 922.53 071902 N 4895 0 0108 13,281.58 080802 N 4908 0 0114 1,277.77 062002 N 6061 0 0119 7,033.69 072602 N 6062 0 0120 15,363.26 091702 N 6068 0 0122 1,909.42 093002 N 6065 0 0124 10,909.17 091802 N 6017 0 0130 149.07 072902 N 4824S0 0131 45.58 081302 N 5936S0 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 12/23/02 EST. NO.31 TIME 10:09 AM 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 --------------------------------------------------------------------------- 0132 149.07 080502 N 4906S0 0133 218.23 080802 N 4908S0 0134 137.99 080602 N 5943S0 0135 258.73 082102 N 5013S0 0136 131.82 082002 N 5015S0 0137 241.48 081302 N 5019S0 0138 218.91 080502 N 4907S0 0139 22.79 072202 N 4901S0 0140 34.19 080902 N 5938S0 0141 629.50 072302 N 4900S0 0142 155.24 080602 N 4903S0 0143 45.58 081902 N 5017S0 0144 611.28 072902 N 4821S0 0145 45.58 081502 N 5021S0 0149 487.52 061402 N 4638S0 0156 218.07 091802 N 6017S0 0160 176.27 061402 N 4708S0 0161 559.54 070802 N 4698S0 0162 202.22 070902 N 4580S0 0163 424.69 070102 N 4699S0 0164 513.95 072602 N 6062S0 235 0018 1,806.86 E.W. @ F.A.(+) 091602 N 6763 0 0020 2,395.18 101502 N 6573 0 0021 1,661.78 101402 N 6582 0 0022 1,668.90 101102 N 6583 0 0023 2,004.17 100702 N 6586 0 0024 1,111.01 100202 N 6587 0 0025 1,314.71 091902 N 6750 0 0026 2,762.15 091802 N 6751 0 0027 2,004.17 101002 N 6584 0 0028 789.52 100902 N 6585 0 0032 344.93 082602 N 6157 0 0034 363.34 081402 N 6152 0 0038 2,468.88 082802 N 6158 0 0039 3,097.82 082902 N 6159 0 0040 1,780.47 083002 N 6160 0 0042 486.89 090602 N 6162 0 0046 486.41 080902 N 6151 0 0047 870.17 090602 N 6163 0 0048 2,113.53 090902 N 6164 0 0049 933.50 090902 N 6165 0 0050 705.14 091002 N 6166 0 0051 663.45 091002 N 6167 0 0052 663.45 091102 N 6168 0 0053 604.88 091102 N 6169 0 0054 1,778.77 091202 N 6170 0 0055 533.87 101602 N 6171 0 267 0003 180,902.00 E.W. @ L.S.(+) 121802 N 7039 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 12/23/02 EST. NO.31 TIME 10:09 AM 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 --------------------------------------------------------------------------- 990,513.10 TOTAL THIS ESTIMATE 16,403,081.34 TOTAL PREVIOUS ESTIMATE 17,393,594.44 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 12/23/02 EST. NO.31 TIME 10:09 AM 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 12/23/02 EST. NO.31 TIME 10:09 AM 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 3,093,323.95 -48,169.70 LABOR COMPLIANCE VIOLATION PAYROLL SUBCNTR-JAN -10,000.00 05 PAYROLL SUBCNTR-JAN 10,000.00 07 PAYROLL (PROTEST) -10,000.00 08 PAYROLL PROTEST 10,000.00 12 SWPPP VIOLATION -900,000.00 30 WESTAR PAYROLL -10,000.00 30 SWPPP VIOLATION 900,000.00 31 WESTAR PAYROLL - DEC -10,000.00 31 890,000.00 -20,000.00 TOTAL DEDUCTIONS 3,983,323.95 -68,169.70 PROGRAM CAS145 PAGE 1 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 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 30.000 1,350,000.00 800.000 36,000,000.00 002 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 0.500 25,500.00 SYSTEM DATA DELIVERY 004 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 250.000 1,250.00 1,610.000 8,050.00 005 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 0.545 20,928.00 009 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.688 608,192.00 010 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 0.575 143,750.00 012 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 0.575 461,150.00 014 TEMPORARY SILT FENCE LF 9.0000 54,000.00 350.000 3,150.00 3,936.100 35,424.90 015 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.728 254,072.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.552 1,950,768.00 (S) 017 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 81,632.000 204,080.00 (S) 018 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 243.000 1,579.50 (S) 019 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 9,333.000 37,332.00 (S) 020 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 (S) 021 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 80,900.000 2,669,700.00 022 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 2,208.000 8,280.00 77,664.000 291,240.00 PROGRAM CAS145 PAGE 2 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,593.00 637.000 447,970.25 024 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 1.000 14,587.00 CUSHION/END TREATMENT 025 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 026 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 027 REMOVE STEEL PIPES LF 52.0000 10,400.00 217.000 11,284.00 028 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 0.000 0.00 029 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 82,411.000 61,808.25 PAVEMENT MARKING 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 48,340.000 96,680.00 PAVEMENT MARKING 031 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 032 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 1,335.000 35,377.50 AND SLOPE PROTECTION MATERIAL 033 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 034 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 (S) 035 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 0.000 0.00 (S) 036 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 037 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 0.000 0.00 (S) 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 040 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 041 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 (S) 042 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 5.100 459.00 043 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 044 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 045 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 046 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 047 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 (S) 048 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 049 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 (S) 051 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 1,383.000 968.10 (S) 052 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 (S) 053 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 (S) 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 (S) (BROKEN 17-7) 055 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 (S) 056 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 (S) 057 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 058 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.212 169,600.00 (S) 059 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.417 291,900.00 (S) SYSTEM 060 LIGHTING LS 700,000.0000 700,000.00 0.000 0.00 (S) 061 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.000 0.00 (S) 062 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.007 4,900.00 (S) 063 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.116 81,200.00 (S) 064 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.946 662,200.00 (S) (BACK UP POWER SYSTEM) 065 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.225 450,000.00 (S) 066 BUILDING WORK LS 50,000.0000 50,000.00 0.200 10,000.00 (S) 067 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 970.000 82,450.00 970.000 82,450.00 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 068 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.052 96,243.32 0.352 651,493.22 (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 0.024 132,982.42 0.339 1,878,376.63 (SUBSTRUCTURE) 071 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 072 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 35,357.570 1,467,339.16 (F) (SUBSTRUCTURE) 073 PIER BACKFILL CY 166.0000 413,340.00 28.810 4,782.46 1,557.790 258,593.14 (F) (SUBSTRUCTURE) 074 ARMOR ROCK CY 113.0000 708,510.00 2,481.420 280,400.46 (F) (SUBSTRUCTURE) 075 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 (S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 4,798.440 321,495.48 (SUBSTRUCTURE) 077 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 28.000 63,896.00 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 8,479.800 271,353.60 (SUBSTRUCTURE) 081 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 100.000 317,900.00 (S) (SUBSTRUCTURE) 082 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 8,161.800 383,604.60 (SUBSTRUCTURE) 083 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 58.000 148,422.00 (S) (SUBSTRUCTURE) 084 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 0.000 0.00 (SUBSTRUCTURE) 085 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 0.000 0.00 (S) (SUBSTRUCTURE) 086 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 4,347,200.00 188.400 1,582,560.00 (S) PILING (SUBSTRUCTURE) 087 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 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 1,568,424.00 270.000 463,320.00 982.500 1,685,970.00 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 13.200 1,349,040.00 233.200 23,833,040.00 (S) (SUBSTRUCTURE) 094 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.070 276,715.18 0.162 640,397.99 (S) (SUBSTRUCTURE) 095 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 8.000 3,704.00 210.000 97,230.00 (F) (SUBSTRUCTURE) 096 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 395.000 503,230.00 726.500 925,561.00 (F) (SUBSTRUCTURE) 097 DRILL AND BOND DOWEL LF 15.5000 209,095.00 9,245.510 143,305.41 (SUBSTRUCTURE) 098 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 298.000 8,940.00 (SUBSTRUCTURE) 099 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 0.000 0.00 (SUBSTRUCTURE) 100 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 0.000 0.00 (S) WALER UNIT (SUBSTRUCTURE) 101 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 0.000 0.00 (S) UNIT (SUBSTRUCTURE) 102 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 0.000 0.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 0.000 0.00 (S) (SUBSTRUCTURE) 104 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 105 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 (S) (TYPE A) (SUBSTRUCTURE) 106 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 1.000 732,000.00 1.000 732,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 107 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 1.000 210,575.00 1.000 210,575.00 (S) (TYPE C) (SUBSTRUCTURE) 108 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 1.000 380,000.00 9.000 3,420,000.00 (TYPE A) (SUBSTRUCTURE) 109 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 1.340 597,181.72 8.230 3,667,765.34 (S) (TYPE A) (SUBSTRUCTURE) 110 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 2.000 460,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 111 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 1.540 341,650.54 3.390 752,074.89 (S) (TYPE B) (SUBSTRUCTURE) 112 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 0.000 0.00 (TYPE C) (SUBSTRUCTURE) 113 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.000 0.00 (S) (TYPE C) (SUBSTRUCTURE) 114 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 1.000 395,000.00 (TYPE D) (SUBSTRUCTURE) 115 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 0.030 8,896.41 1.000 296,547.00 (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 2,621.170 60,286.91 66,832.690 1,537,151.87 (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 2,537,080.00 299.000 122,590.00 3,072.200 1,259,602.00 (S) (SUBSTRUCTURE) 121 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 95.000 1,971.25 8,615.330 178,768.10 (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 1,320.000 1,716.00 41,276.000 53,658.80 (SF)(SUBSTRUCTURE) 125 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 103,313.000 134,306.90 103,313.000 134,306.90 (SF)(FENDER)(SUBSTRUCTURE) 126 STEEL CASING LB 3.2200 1,971,960.00 3,449,065.000 11,105,989.30 (SF)(SUBSTRUCTURE) 127 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 6.000 238,200.00 (S) (SUBSTRUCTURE) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 9,664,000.00 175,240.000 252,345.60 411,741.000 592,907.04 (F) (SUBSTRUCTURE) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 97,409.000 39,937.69 159,599.100 65,435.63 (SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 216.000 2,592.00 (S) (SUBSTRUCTURE) 131 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 0.000 0.00 (SF)(SUBSTRUCTURE) 132 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.000 0.00 (S) (SUBSTRUCTURE) 133 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 410.000 28,290.00 4,875.000 336,375.00 (SF)(SUBSTRUCTURE) 134 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.242 24,200.00 (S) (SUBSTRUCTURE) 135 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 0.000 0.00 (SF)(SUBSTRUCTURE) 136 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 7,257.000 29,028.00 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 0.001 1,651.97 0.052 85,902.65 (SUPERSTRUCTURE) 141 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.133 28,841.72 (SUPERSTRUCTURE) 142 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 0.000 0.00 (SUPERSTRUCTURE) 143 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.000 0.00 (SUPERSTRUCTURE) 144 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.000 0.00 (SUPERSTRUCTURE) 145 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.000 0.00 (SUPERSTRUCTURE) 146 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.032 51,695.04 0.326 526,643.22 (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 68.000 52,836.00 422.000 327,894.00 (F) (SUPERSTRUCTURE) 150 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 364.000 317,408.00 (F) (SUPERSTRUCTURE) 151 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 122.500 13,352.50 122.500 13,352.50 (F) (SUPERSTRUCTURE) 152 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 4,044,642.00 325.700 340,682.20 1,300.040 1,359,841.84 (S) (SUPERSTRUCTURE) 153 MICROPILE EA 22,604.0000 6,374,328.00 11.100 250,904.40 75.900 1,715,643.60 (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 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 41.000 29,807.00 210.000 152,670.00 (SUPERSTRUCTURE) 158 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 316.000 107,756.00 416.000 141,856.00 (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 1,190.420 19,046.72 3,681.760 58,908.16 (SUPERSTRUCTURE) 162 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 24.000 672.00 136.000 3,808.00 (SUPERSTRUCTURE) 163 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 0.000 0.00 GIRDER (90'-100') (SUPERSTRUCTURE) 164 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 0.000 0.00 (SUPERSTRUCTURE) 165 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 4.000 31,200.00 (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 1.000 9,861.00 4.000 39,444.00 (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 350,790.00 621.000 20,493.00 1,497.000 49,401.00 (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 42.670 2,048.16 118.090 5,668.32 (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 97,751.500 87,976.35 298,858.470 268,972.62 (SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 155,416.000 202,040.80 190,009.000 247,011.70 (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 36,155.400 76,287.89 36,155.400 76,287.89 (SF)(SUPERSTRUCTURE) 188 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 4,826,504.00 243,533.700 345,817.85 2,058,140.700 2,922,559.79 (F) (SUPERSTRUCTURE) 189 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 8,585,336.00 319,362.700 568,465.61 1,944,837.700 3,461,811.11 (SF)(SUPERSTRUCTURE) 190 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 5,168.000 93,230.72 55,453.000 1,000,372.12 (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 1,240.000 2,108.00 9,614.500 16,344.65 (F) (SUPERSTRUCTURE) 193 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 1,240.000 9,560.40 9,614.500 74,127.80 (SF)(SUPERSTRUCTURE) 194 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 3.000 43,800.00 39.000 569,400.00 (SUPERSTRUCTURE) 195 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 196 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 0.000 0.00 (S) (SUPERSTRUCTURE) 197 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 0.000 0.00 (S) (SUPERSTRUCTURE) 198 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.019 36,100.00 0.209 397,100.00 (S) (SUPERSTRUCTURE) 199 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 7,521,200.00 7,111.500 440,913.00 74,278.430 4,605,262.66 (SF)(SUPERSTRUCTURE) 200 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.305 30,500.00 (SUPERSTRUCTURE) 201 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 15,300.000 40,086.00 279,160.800 731,401.30 (SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 202 MISCELLANEOUS METAL LB 4.3900 474,120.00 0.000 0.00 (SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 203 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 0.000 0.00 (SF)(SUPERSTRUCTURE) 204 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 0.000 0.00 (F) (SUPERSTRUCTURE) 205 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 206 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 36.000 11,124.00 2,390.700 738,726.30 (F) (SUPERSTRUCTURE) 207 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 689.000 248,040.00 (F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 12/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:09 AM ESTIMATE NO. 31 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 12/20/02 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 12/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 10,714,184.41 154,556,979.42 ADJUSTMENT OF COMPENSATION 436,773.25 1,934,022.17 EXTRA WORK 553,739.85 15,459,572.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,704,697.51 171,950,573.86 208 MOBILIZATION LS 4487,318.0000 4,487,318.00 0.950 42,262,952.10 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 11,704,697.51 214,213,525.96 MATERIALS ON HAND ON SITE 40,078,461.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,983,323.95 -68,169.70 TOTAL 15,688,021.46 254,223,817.26 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/13/00 1450 10/12/00 10/07/00 04/01/05 800 0 0 0 42% 55% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/02