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 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 001 0038 1,588.21 E.W. @ F.A.(+) 103103 N 132830 0041 1,828.34 110103 N 132820 0043 1,153.50 102903 N 132780 0044 551.78 103003 N 132800 0045 3,414.45 100603 N 131720 0047 4,915.91 100603 N 131660 0048 2,185.06 100603 N 131710 0049 4,599.72 102803 N 132770 0052 47.42 101703 N 139280 0060 4,577.37 101403 N 142250 0065-1 -2,064.61 013004 N 153460 DAO CORRECTING ENTRY 0065-2 1,032.31 013004 N 153460 DAO CORRECTING ENTRY 0066-1 -2,943.94 012904 N 153450 DAO CORRECTING ENTRY 0066-2 1,471.97 012904 N 153450 DAO CORRECTING ENTRY 0067-1 -2,846.14 012804 N 153440 DAO CORRECTING ENTRY 0067-2 1,423.07 012804 N 153440 DAO CORRECTING ENTRY 0068-1 -2,813.90 012704 N 153430 DAO CORRECTING ENTRY 0068-2 1,406.95 012704 N 153430 DAO CORRECTING ENTRY 0070-1 -3,155.19 112103 N 136550 DAO CORRECTING ENTRY 0070-2 1,577.60 112103 N 136550 DAO CORRECTING ENTRY 0076-1 -2,649.20 010904 N 143860 DAO CORRECTING ENTRY 0076-2 1,324.60 010904 N 143860 DAO CORRECTING ENTRY 0078 430.67 101803 N 129690 0081 320.44 072403 N 988547 0082 24.82 022304 N 162030 0083 24.82 021904 N 161090 0085 24.82 022404 N 162040 0086 24.82 020404 N 155400 0087 24.82 022504 N 162050 0088 24.82 021704 N 161070 0089 24.82 022604 N 162060 0090 24.82 022704 N 162070 0091 24.82 022004 N 161100 0092 24.82 021304 N 157370 0093 24.82 021204 N 157360 0094 24.82 021104 N 157350 0095 24.82 020904 N 157330 0096 24.82 020504 N 155410 0097 24.82 020304 N 155390 0098 24.82 020204 N 155380 0099 24.82 012604 N 153420 0100 24.82 011204 N 152420 0101 24.82 012104 N 152410 0102 24.82 030204 N 163700 0103 24.82 030104 N 163690 0104 24.82 031904 N 169380 0105 24.82 031804 N 169370 0106 24.82 031704 N 169360 0107 24.82 031604 N 169350 0108 24.82 031504 N 169340 0109 24.62 040504 N 174710 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 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 0110 24.62 040704 N 174730 0111 24.62 040904 N 174750 0112 24.82 033004 N 172350 0113 24.62 040204 N 172380 0114 24.82 033104 N 172360 0118 24.62 042704 N 181250 0119 24.62 042604 N 181240 0120 253.54 100603 N 131713 0121 24.82 032904 N 172340 0122 24.62 040104 N 172370 0123 24.82 021804 N 161080 002 0031 266.75 E.W. @ F.A.(+) 042604 N 176500 0032 874.61 042304 N 176220 0033 338.13 042304 N 176223 0034 759.59 042304 N 176224 003 0026 112.41 E.W. @ F.A.(+) 032904 N 174700 0027 1,664.48 042304 N 176210 0028 1,139.17 042304 N 176213 0029 155.05 042304 N 176214 022 0441 74.68 E.W. @ F.A.(+) 022003 N 103230 0446 517.43 011703 N 103200 0448 219.21 012303 N 103220 0449 207.54 032103 N 103240 0450 176.38 102502 N 104050 0453 231.55 122302 N 104080 0570-1 -11,436.00 E.W. @ U.P (+) 121603 N 139190 DAO CORRECTING ENTRY 0570-2 11,358.60 121603 N 139190 DAO CORRECTING ENTRY 0570-3 -11,358.60 121603 N 139190 DAO CORRECTING ENTRY 0570-4 12,465.24 121603 N 139190 DAO CORRECTING ENTRY 0582-1 -1,737.04 E.W. @ F.A.(+) 062802 N 142900 DAO CORRECTING ENTRY 0582-2 3,102.36 062802 N 142900 DAO CORRECTING ENTRY 0583-1 -1,839.55 062102 N 142850 DAO CORRECTING ENTRY 0583-2 3,734.26 062102 N 142850 DAO CORRECTING ENTRY 0584-1 -2,236.66 062702 N 142890 DAO CORRECTING ENTRY 0584-2 3,601.98 062702 N 142890 DAO CORRECTING ENTRY 0585-1 -1,756.16 062703 N 142880 DAO CORRECTING ENTRY 0585-2 3,121.48 062703 N 142880 DAO CORRECTING ENTRY 0586-1 -1,749.94 062502 N 142870 DAO CORRECTING ENTRY 0586-2 3,115.26 062502 N 142870 DAO CORRECTING ENTRY 0587-1 -1,782.91 062402 N 142860 DAO CORRECTING ENTRY 0587-2 3,148.23 062402 N 142860 DAO CORRECTING ENTRY 0592-1 -100.32 071603 N 142800 DAO CORRECTING ENTRY 0592-2 113.70 071603 N 142800 DAO CORRECTING ENTRY 0601-1 -25,604.10 E.W. @ U.P (+) 021304 N 155840 DAO CORRECTING ENTRY 0601-2 29,665.44 021304 N 155840 DAO CORRECTING ENTRY 0610-1 -324.33 E.W. @ F.A.(+) 010803 N 162530 DAO CORRECTING ENTRY 0610-2 349.40 010803 N 162530 DAO CORRECTING ENTRY 0616-1 -37.66 021004 N 162560 DAO CORRECTING ENTRY 0616-2 39.99 021004 N 162560 DAO CORRECTING ENTRY 0618-1 -309.44 010604 N 162540 DAO CORRECTING ENTRY 0618-2 348.29 010604 N 162540 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. 3 DATE 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 0662 366.90 091702 N 104960 0663 262.81 061902 N 105770 0664 450.34 062602 N 105780 0665 254.11 070802 N 105810 0666 352.83 080403 N 112960 0667 607.27 031104 N 174370 0668 303.63 031504 N 174530 0669 1,518.17 031704 N 174550 0670 404.84 030204 N 174590 0671 506.06 031604 N 174540 0672 809.69 030904 N 174500 0673 303.63 030104 N 174520 0674 506.06 032404 N 147610 0675 404.84 030404 N 174600 0676 506.06 031904 N 174570 0677 303.63 032204 N 174580 0678 1,113.32 031004 N 174490 0679 303.63 030104 N 174360 0680 506.06 022704 N 174510 0681 910.90 031804 N 174560 0682 506.06 022704 N 174480 0683 283.02 102803 N 132920 040 0002 10,285.00 A.C. @ L.S.(+) 111403 N 133750 0003 11,399.04 111403 N 133760 073 0196 466.79 E.W. @ F.A.(+) 013103 N 153840 0197 975.09 030603 N 153870 0198 736.49 020603 N 153850 089 0231 12,607.50 E.W. @ F.A.(+) 061302 N 4089A0 0740 2,217.60 121102 N 6984 0 1095 -1,171.45 A.C. @ U.P.(-) 030104 N 170-13 1096 -2,225.76 030204 N 170-14 1097 -2,225.76 030304 N 170-15 1098 -2,225.76 030404 N 170-16 1099 -468.58 030504 N 170-17 1100 -1,757.18 030904 N 170-18 1101 -1,874.32 031004 N 170-19 1102 -1,757.18 032204 N 170-20 1103 -1,874.32 032404 N 170-21 1104 -1,288.60 032404 N 170-22 1105 -2,342.90 032504 N 170-23 1106 -1,757.18 040804 N 170-24 1107 -1,757.18 040904 N 170-25 1108 -1,757.18 041204 N 170-26 1109 -2,108.61 042604 N 170-27 1110 -1,991.47 042704 N 170-28 1111 -1,874.32 042904 N 170-29 1112 -1,405.74 043004 N 170-30 1113 -1,405.74 050304 N 170-31 1114 -1,054.31 030404 N 184-04 1115 -1,405.74 030504 N 184-05 1116 -1,171.45 030904 N 184-06 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 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 1117 -1,757.18 031004 N 184-07 1118 -995.74 032204 N 184-08 1119 -1,874.32 032504 N 184-09 1120 -468.58 040804 N 184-10 1121 -1,464.32 030104 N 184-11 099 0405 640.79 E.W. @ F.A.(+) 100302 N 176250 0406 471.35 100102 N 176240 153 0645 110.00 E.W. @ F.A.(+) 091003 N 116660 0652 101.79 101303 N 128800 0653 286.96 101503 N 128810 0654 57.56 102003 N 129740 0655 165.31 102103 N 129750 0656 92.67 102203 N 129760 0657 34.34 102303 N 129770 0658 57.56 102703 N 131330 0659 90.30 102803 N 131340 0660 32.74 102903 N 131350 0661 24.82 103103 N 131360 0662 88.86 100603 N 126210 0663 99.81 100703 N 126220 0664 58.65 100803 N 126230 0667 90.23 100603 N 132150 0668 30.63 102703 N 132330 0669 57.56 102903 N 132340 0670 32.37 110303 N 132350 0671 207.77 110503 N 132360 0672 171.24 101003 N 126250 0695 135.32 030404 N 163740 0696 7,013.17 040204 N 171270 0697 50,283.20 040504 N 171940 0698 47,801.60 040504 N 171943 0699 42,627.20 040504 N 171944 0700 24.82 111703 N 136570 0701 207.32 111203 N 134450 0702 31.71 111003 N 134430 0703 63.36 120103 N 138420 0704 65.23 112403 N 137980 0705 65.48 112103 N 137970 0706 119.72 112003 N 136600 0707 92.08 111903 N 136590 0708 65.48 111803 N 136580 0709 65.11 120203 N 138430 0710 69.73 120403 N 138440 0711 207.13 121003 N 139570 0712 38.35 121203 N 139580 0713 24.82 121703 N 140590 0714 64.28 121503 N 140580 0715 34.34 111303 N 134460 0716 29.11 011604 N 149870 0717 39.09 011504 N 149860 0718 32.74 011404 N 149850 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 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 0719 87.96 011304 N 149840 0720 161.78 011204 N 149830 0721 413.54 010704 N 143890 0723 65.59 010504 N 143870 0724 58.82 010804 N 143900 0725 142.46 090303 N 116220 208 0294 1,123.54 E.W. @ F.A.(+) 021103 N 8272 0 0827 1,453.63 110303 N 137770 1087 648.77 021103 N 082802 221 0016-3 -524.91 E.W. @ F.A.(+) 082902 N 6189 0 DAO CORRECTING ENTRY 0016-4 532.90 082902 N 6189 0 DAO CORRECTING ENTRY 0025-8 1,681.15 100302 N 6938 0 DAO CORRECTING ENTRY 0050-1 -1,615.70 030303 N 9694 0 DAO CORRECTING ENTRY 0050-2 1,738.46 030303 N 9694 0 DAO CORRECTING ENTRY 0083 978.44 111403 N 166610 0091-1 -5,611.41 102102 N 168920 DAO CORRECTING ENTRY 0091-2 5,611.41 102102 N 168920 DAO CORRECTING ENTRY 0094 408.06 102502 N 168970 235 0171 1,230.44 E.W. @ F.A.(+) 051903 N 9885 0 0461 433.35 111703 N 176260 275 0167 24.84 E.W. @ F.A.(+) 030304 N 177650 298 0016 4,935.66 E.W. @ F.A.(+) 122003 N 160092 312 0012 2,400,000.00 A.C. @ L.S.(+) 041504 N 101110 314 0016 344.52 E.W. @ F.A.(+) 042704 N 181400 0017 191.19 042104 N 184480 0018 848.23 042604 N 181390 0019 76.26 040204 N 178680 0020 367.94 040204 N 172450 340 0015 2,340.96 E.W. @ F.A.(+) 012604 N 161480 0016 1,137.09 012704 N 161490 0017 1,657.52 012804 N 161500 0018 1,828.14 012904 N 161510 0019 2,313.44 013004 N 161530 0020 2,340.96 011204 N 161840 0021 1,454.40 012904 N 161520 0022 1,812.63 011404 N 161860 0023 1,983.21 011504 N 161870 0024 2,340.96 011604 N 161880 0032 2,313.44 021104 N 164280 0033 2,118.14 021204 N 164290 0034 2,313.44 021304 N 164300 0035 390.56 020204 N 165230 0036 1,171.69 020504 N 165260 0037 2,313.44 020604 N 165270 0038 1,811.61 020304 N 165240 0039 2,210.16 020404 N 165250 0040 2,313.44 010504 N 164730 0041 2,136.95 010604 N 164740 0042 2,313.44 010704 N 164750 0043 1,975.66 010804 N 164760 0044 2,063.05 010904 N 164720 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 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 0045 2,313.44 011304 N 161850 0046 1,366.98 122403 N 166570 0047 390.56 122303 N 166560 0048 1,727.58 122203 N 166550 0049 1,190.51 121903 N 166540 0050 2,136.95 121803 N 166530 0051 1,727.58 121703 N 166520 0052 2,048.73 121603 N 166510 0053 1,941.68 121503 N 166500 0054 1,001.58 110703 N 169890 0055 1,171.69 022304 N 170440 0056 781.13 022604 N 170470 0057 2,313.44 022704 N 140780 0058 2,313.44 030404 N 171770 0059 2,313.44 030504 N 171780 0060 2,563.84 030804 N 171790 0061 2,313.44 030904 N 171800 0062 2,563.84 031104 N 171810 0063 2,438.65 031204 N 171820 0064 1,743.71 022404 N 170450 0065 781.13 022504 N 170460 0066 1,857.97 111703 N 169950 0067 1,510.45 110703 N 169900 0068 1,857.97 111803 N 169960 0069 2,563.84 112103 N 169980 0070 781.13 030104 N 171750 0071 2,313.44 030204 N 171760 0072 2,050.57 112003 N 169970 0073 1,853.27 111403 N 169940 0074 4,220.78 110603 N 169880 0075 1,857.97 111203 N 169220 0076 2,076.25 120603 N 149150 0077 1,755.11 120703 N 149160 0078 1,366.98 120803 N 149170 0079 390.56 120903 N 149180 0080 1,755.11 122203 N 149190 0083 1,969.21 120503 N 149140 356 0004 762.29 A.C. @ L.S.(+) 050504 N 181070 0006 968.00 021904 N 176180 0007 4,299.85 042304 N 176230 0008 242.00 031704 N 172770 0009 15,584.25 041204 N 172800 0010 26,450.05 041204 N 172810 0011 1,724.80 031704 N 181100 0012 827.20 031604 N 181120 0013 2,182.40 031804 N 181110 0014 2,235.20 031604 N 181090 0015 1,900.80 031904 N 181130 0016 840.80 032004 N 181140 0017 855.53 032004 N 181150 0018 1,027.40 032004 N 181160 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 7 DATE 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 0019 3,053.60 032004 N 181170 0020 1,830.40 032204 N 181180 0021 158.40 032304 N 181200 0022 1,971.20 032304 N 181190 0023 880.00 032004 N 181210 0024 1,953.60 032404 N 181220 0025 1,900.80 032504 N 181230 385 0156-1 -357.45 E.W. @ F.A.(+) 120103 N 143740 DAO CORRECTING ENTRY 0156-2 474.18 120103 N 143740 DAO CORRECTING ENTRY 0226 948.07 030304 N 168840 0227 10,517.83 020704 N 167280 0228 1,586.34 020704 N 167283 0229 4,791.30 020404 N 167410 0230 3,095.08 020404 N 167413 0231 192.45 121803 N 172640 0232 444.87 020904 N 172320 0233 5,419.60 020504 N 172270 0234 3,722.67 121903 N 171000 0235 17.84 121903 N 171003 0236 2,792.46 121903 N 170990 0237 14.05 121903 N 170993 0238 2,542.04 121503 N 170780 0239 11.49 121503 N 170783 0240 837.93 012404 N 166970 0241 10.63 012404 N 166973 0242 8,557.53 020604 N 166880 0243 1,018.84 020604 N 166883 0244 696.77 012404 N 166980 0245 89.46 012404 N 166983 0246 5,854.69 021204 N 167070 0247 268.46 021204 N 167073 0248 797.49 012604 N 167160 0249 53.66 012604 N 167163 0250 2,156.76 022104 N 173330 0251 84.59 022104 N 173333 0252 2,928.12 022604 N 173360 0253 479.07 022604 N 173370 0254 7,229.20 022104 N 167260 0255 373.98 022104 N 167263 0256 2,382.69 121703 N 172330 0257 4,829.01 021804 N 171950 0258 3,151.58 021004 N 172650 0259 4,633.14 012104 N 171720 0260 4,027.31 020904 N 167420 0261 71.16 020904 N 167422 0262 964.09 020904 N 170920 0263 52.28 020904 N 170922 0264 852.74 020904 N 167020 0265 953.07 010604 N 170980 0266 12.14 010604 N 170983 0267 2,742.35 020704 N 172280 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 8 DATE 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 0268 8,417.65 020504 N 170900 0269 1,102.80 020504 N 170903 0270 3,771.29 010504 N 170950 0271 16.12 010504 N 170953 0272 932.07 121903 N 170960 0273 3.55 121903 N 170963 0274 932.07 122203 N 170850 0275 3.55 122203 N 170853 0276 3,102.22 121303 N 170970 0277 12.50 121303 N 170973 0278 4,676.10 030104 N 171040 0279 312.92 030104 N 171043 0280 11.24 030104 N 171042 0281 1,720.09 122203 N 170790 0282 151.20 122203 N 170793 0283 5,727.81 022104 N 173310 0284 196.78 022103 N 173313 0285 2,403.73 020604 N 167230 0286 121.92 020604 N 167232 0287 794.59 012704 N 167370 0288 2,680.47 021304 N 166310 0289 650.54 021004 N 166900 0290 1,294.23 012404 N 167130 0291 105.60 012404 N 167132 0292 30.13 012404 N 167133 0293 1,356.75 021004 N 167040 0294 69.84 021004 N 167043 0295 1,356.75 021004 N 166990 0296 69.84 021004 N 166993 0297 1,355.87 021104 N 167550 0298 45.04 021104 N 167553 0299 4,524.99 021104 N 167540 0300 174.61 021104 N 167543 0301 7,996.02 021304 N 167250 0302 358.17 021304 N 167253 0303 2,037.46 021104 N 167560 0304 217.14 021104 N 167563 0305 2,308.20 021704 N 167270 0306 114.44 021704 N 167273 0307 552.39 021704 N 167272 0308 95.37 021704 N 167273 0309 2,078.11 012304 N 166950 0310 1,364.43 022004 N 167590 0311 442.69 022004 N 167592 0312 49.84 022004 N 167593 0313 2,071.10 022004 N 167600 0314 85.64 022004 N 167602 0315 16.21 022004 N 167603 0316 349.50 022004 N 173200 0317 369.30 021304 N 167100 0318 805.27 022104 N 167240 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 9 DATE 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 0319 864.68 021304 N 167090 0320 769.22 020604 N 170930 0321 58.00 021104 N 176970 0322 290.34 020604 N 176820 0323 3,185.79 021904 N 177060 0324 176.86 020904 N 176830 0325 5,839.60 021004 N 176960 0326 2,339.33 022104 N 177070 0327 1,666.76 021004 N 176840 0328 724.09 022104 N 177090 0329 7.79 030904 N 177110 0330 601.06 030904 N 177120 0331 80.91 022204 N 177100 0332 198.43 123003 N 176380 0333 12,371.49 020604 N 176810 0334 1,452.15 021304 N 177010 0335 539.17 021104 N 177000 0336 545.76 010804 N 176390 0337 243.03 021804 N 177020 0338 590.11 030604 N 174650 0339 357.65 122303 N 174500 0340 690.02 020504 N 177080 0341 4,954.36 121803 N 175270 0342 890.78 122403 N 175510 0343 46.75 030604 N 174640 0344 289.22 021904 N 177040 0345 2,551.74 030604 N 174670 0346 4,236.93 012904 N 176110 0347 217.93 011304 N 175810 0348 82.10 011304 N 175820 0349 79.98 012004 N 175920 0350 410.21 012304 N 175970 0351 70.16 012004 N 175940 0352 404.91 012004 N 175930 0353 312.41 011604 N 175880 0354 347.06 011404 N 175850 0355 445.91 011404 N 175860 0356 319.86 011404 N 175840 0357 232.97 011404 N 175870 0358 319.86 011904 N 175910 0359 239.90 011904 N 175900 0360 159.93 011904 N 175890 0361 48.54 010704 N 175690 0362 55.62 010604 N 175680 0363 2,043.51 020204 N 176130 0364 24,985.44 123003 N 175660 0365 639.72 020304 N 176140 0366 579.89 012404 N 176000 0367 373.95 012604 N 176020 0368 43.49 012604 N 176010 0369 58.00 010904 N 175750 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 10 DATE 05/25/04 EST. NO.50 TIME 07:21 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 --------------------------------------------------------------------------- 0370 79.98 010704 N 175710 0371 292.02 010704 N 175700 0372 262.46 030804 N 179680 0373 115.97 011204 N 175780 0374 338.01 011204 N 175770 0375 145.38 011004 N 175760 0376 292.02 010804 N 175730 0377 49.23 010804 N 175720 0378 405.01 011304 N 175790 0379 115.97 011304 N 175800 0380 413.86 012704 N 176030 0381 414.31 030504 N 179670 0382 1,519.49 030504 N 179740 0383 1,852.88 030404 N 179690 0384 431.73 030404 N 179692 0385 51.65 030404 N 179693 0386 334.86 030504 N 179720 0387 4,921.63 030604 N 179750 0388 140.13 031104 N 179760 0389 2,170.16 030404 N 179700 0390 1,127.01 030504 N 179730 0391 5,103.17 030504 N 179710 0392 1,469.89 012204 N 176160 0393 1,993.70 122903 N 173140 0394 78.30 122903 N 173142 0395 1,846.42 122403 N 170830 0396 316.16 122403 N 170832 0397 1,404.09 120903 N 171010 0398 143.31 120903 N 171012 0399 408.85 120903 N 170760 0400 109.70 120903 N 170762 0401 3,591.74 121303 N 167320 395 0005 280,000.00 A.C. @ U.P.(+) 051404 N 395-04 3,350,253.50 TOTAL THIS ESTIMATE 63,037,915.70 TOTAL PREVIOUS ESTIMATE 66,388,169.20 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 05/25/04 EST. NO.50 TIME 07:21 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 05/25/04 EST. NO.50 TIME 07:21 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 STL FAB+300 MILES -14,015.94 33 STL FAB 300+MILES -11,929.27 34 STL FAB +300 MILES36 -1,364.46 36 STL FAB +300 MILES -17,179.17 37 STL FAB +300 MILES -9,110.87 38 STL FAB +300 MILES -13,252.21 39 STL FAB + 300 MILES -23,974.56 40 #159 OUT OF COMPLIA -335.50 41 STL FAB + 300 MILES -17,825.38 41 STL FAB + 300 MILES -30,439.58 42 STL FAB + 300 MILES -24,983.59 43 STL FAB + 300 MILES -12,493.82 44 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 05/25/04 EST. NO.50 TIME 07:21 AM R.E. NAME: INYANG USEN 04-0438U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- STL FAB/MFR +300MILE -37,134.90 45 MHS -9,837,086.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS -9,000,000.00 46 MHS 9,837,086.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 MHS 9,000,000.00 47 OUT OF STATE INSPECT -329,687.50 47 STL FAB 300 MI PLUS 261,584.70 47 OUT OF STATE INSPECT -4,160.79 49 OUT OF COMPLIANCE159 -945.00 50 OUT OF COMPLIANCE152 -742.50 50 OUT OF STATE INSPECT -5,626.39 50 -7,313.89 -341,786.43 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 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 CERTIFIED PAYROLLS -10,000.00 42 CERTIFIED PAYROLL 10,000.00 43 0.00 0.00 TOTAL DEDUCTIONS -7,313.89 -341,786.43 PROGRAM CAS145 PAGE 1 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 LOCATION RERUN 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 30.000 1,350,000.00 1,317.000 59,265,000.00 02 ESTABLISH MARINE ACCESS LS 8250,000.0000 18,250,000.00 1.000 18,250,000.00 03 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 51,000.0000 51,000.00 0.020 1,020.00 0.840 42,840.00 SYSTEM DATA DELIVERY 04 TEMPORARY STOCKPILE COVER SQYD 5.0000 10,000.00 4,249.000 21,245.00 05 STABILIZED CONSTRUCTION ENTRANCE EA 9,500.0000 19,000.00 2.500 23,750.00 06 TEMPORARY CONSTRUCTION ROAD SQYD 24.0000 40,800.00 0.000 0.00 07 TEMPORARY STRAW BALE BARRIER LF 4.5000 15,750.00 922.500 4,151.25 08 TEMPORARY CONCRETE WASHOUT FACILITIES LS 38,400.0000 38,400.00 0.021 806.40 0.902 34,636.80 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.015 13,260.00 0.981 867,204.00 10 INFORMATIONAL SIGN BOARD EA 2,700.0000 5,400.00 2.000 5,400.00 11 PROGRESS SCHEDULE (CRITICAL PATH) LS 250,000.0000 250,000.00 0.016 4,000.00 0.859 214,750.00 12 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 0.750 22,500.00 PLAN 13 WATER POLLUTION CONTROL LS 802,000.0000 802,000.00 0.024 19,248.00 0.983 788,366.00 14 TEMPORARY SILT FENCE LF 9.0000 54,000.00 4,968.100 44,712.90 15 CONSTRUCTION AREA SIGNS LS 349,000.0000 349,000.00 0.013 4,537.00 0.941 328,409.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.909 3,212,406.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 5,352.000 13,380.00 101,239.000 253,097.50 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 3,510.00 278.000 1,807.00 S) 19 TEMPORARY PAVEMENT MARKER EA 4.0000 19,000.00 531.000 2,124.00 12,697.000 50,788.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 62,800.0000 879,200.00 14.000 879,200.00 S) 21 TEMPORARY RAILING (TYPE K) LF 33.0000 4,953,960.00 5,480.000 180,840.00 119,860.000 3,955,380.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 620.000 2,325.00 103,384.000 387,690.00 PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 703.2500 171,593.00 96.000 67,512.00 1,736.000 1,220,842.00 24 TEMPORARY SINGLE LINE CRASH EA 14,587.0000 43,761.00 3.000 43,761.00 CUSHION/END TREATMENT 25 REMOVE WOOD PILES EA 199.0000 5,970.00 9.000 1,791.00 26 REMOVE METAL PONTOON LS 10,000.0000 10,000.00 1.000 10,000.00 27 REMOVE STEEL PIPES LF 52.0000 10,400.00 217.000 11,284.00 28 REMOVE METAL BEAM GUARD RAILING LF 105.0000 2,625.00 25.000 2,625.00 29 REMOVE PAINTED TRAFFIC STRIPE AND LF 0.7500 65,175.00 780.000 585.00 83,191.000 62,393.25 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 48,967.000 97,934.00 PAVEMENT MARKING 31 REMOVE PAVEMENT MARKER EA 1.5000 10,005.00 17,502.000 26,253.00 32 REMOVE ASPHALT CONCRETE, CONCRETE, CY 26.5000 103,350.00 1,335.000 35,377.50 AND SLOPE PROTECTION MATERIAL 33 REMOVE BASE AND SURFACING CY 68.5000 58,225.00 0.000 0.00 34 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 7,000.00 0.000 0.00 S) 35 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 2,500.00 0.000 0.00 S) 36 RESET ROADSIDE SIGN EA 300.0000 9,000.00 0.000 0.00 37 PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,250.00 570.000 7,125.00 S) 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 41 EROSION CONTROL (TYPE D) SQYD 1.0000 15,000.00 0.000 0.00 S) 42 ASPHALT CONCRETE (TYPE A) TON 90.0000 172,800.00 100.100 9,009.00 43 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 173.7500 903,500.00 0.000 0.00 44 ROCK SLOPE PROTECTION CY 51.0000 86,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 50,000.00 0.000 0.00 46 SURVEY MONUMENT EA 298.0000 58,110.00 0.000 0.00 47 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 1,875.00 0.000 0.00 S) 48 CONCRETE BARRIER (TYPE 50) LF 75.0000 10,500.00 0.000 0.00 49 CABLE ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 S) (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 3 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TERMINAL SECTION (TYPE B) EA 250.0000 250.00 0.000 0.00 S) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 60,900.00 3,154.000 2,207.80 S) 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 840.00 0.000 0.00 S) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 48,400.00 239.000 956.00 S) 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0.00 S) (BROKEN 17-7) 55 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,180.00 0.000 0.00 S) 56 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,400.00 0.000 0.00 S) 57 PREFABRICATED BENCH EA 1,462.0000 1,462.00 1.000 1,462.00 58 SEISMIC MONITORING SYSTEM LS 800,000.0000 800,000.00 0.255 204,000.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.524 366,800.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.059 41,300.00 0.165 115,500.00 S) 61 MODIFY ELECTRICAL SYSTEM CABLE LS 700,000.0000 700,000.00 0.000 0.00 S) 62 LIGHTING (STAGE CONSTRUCTION) LS 700,000.0000 700,000.00 0.017 11,900.00 0.703 492,100.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.053 37,100.00 0.299 209,300.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.976 683,200.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.066 132,000.00 0.640 1,280,000.00 S) 66 BUILDING WORK LS 50,000.0000 50,000.00 0.200 10,000.00 S) 67 REMOVE UNSOUND CONCRETE AND APPLY SQFT 85.0000 541,450.00 451.000 38,335.00 6,089.620 517,617.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.078 144,364.97 0.863 1,597,268.88 (SUBSTRUCTURE) 69 BRIDGE REMOVAL (PORTION) (FENDER) LS 600,553.0000 600,553.00 1.000 600,553.00 (SUBSTRUCTURE) 70 TEMPORARY BRACING SYSTEM LS 5540,934.0000 5,540,934.00 0.014 77,573.08 0.844 4,676,548.30 (SUBSTRUCTURE) 71 TEMPORARY FENDERING LS 542,870.0000 542,870.00 0.960 521,155.20 (SUBSTRUCTURE) 72 STRUCTURE EXCAVATION (TYPE D) CY 41.5000 1,452,500.00 35,000.000 1,452,500.00 F) (SUBSTRUCTURE) 73 PIER BACKFILL CY 166.0000 413,340.00 1,762.510 292,576.66 F) (SUBSTRUCTURE) 74 ARMOR ROCK CY 113.0000 708,510.00 109.140 12,332.82 3,672.730 415,018.49 F) (SUBSTRUCTURE) 75 TEST BORINGS LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 S) (SUBSTRUCTURE) PROGRAM CAS145 PAGE 4 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 FURNISH 12" XS STEEL PIPE PILING LF 67.0000 1,488,405.00 3,528.000 236,376.00 16,529.240 1,107,459.08 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 28.000 63,896.00 144.000 328,608.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 9.000 10,332.00 S) (SUBSTRUCTURE) 79 INSTALL 12" XS STEEL SENSOR PILE EA 2,585.0000 2,585.00 1.000 2,585.00 S) EXTENSION (SUBSTRUCTURE) 80 FURNISH 14" STEEL PIPE PILING LF 32.0000 303,360.00 10,855.800 347,385.60 (SUBSTRUCTURE) 81 DRIVE 14" STEEL PIPE PILE EA 3,179.0000 387,838.00 122.000 387,838.00 S) (SUBSTRUCTURE) 82 FURNISH 14" STEEL PIPE PILING (FENDER) LF 47.0000 1,123,065.00 12,879.800 605,350.60 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 140.000 358,260.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 4,504.800 288,307.20 (SUBSTRUCTURE) 85 INSTALL 16" STEEL PILE EXTENSION EA 48.0000 4,608.00 96.000 4,608.00 S) (SUBSTRUCTURE) 86 150" CAST-IN-DRILLED HOLE CONCRETE LF 8,400.0000 14,347,200.00 1,505.020 12,642,168.00 S) PILING (SUBSTRUCTURE) 87 FURNISH 126" CAST-IN-STEEL SHELL LF 1,394.0000 814,096.00 583.200 812,980.80 CONCRETE PILING (SUBSTRUCTURE) 88 DRIVE 126" CAST-IN-STEEL SHELL CONCRETE EA 124,000.0000 496,000.00 4.000 496,000.00 S) PILE (SUBSTRUCTURE) 89 FURNISH 150" CAST-IN-STEEL SHELL LF 1,716.0000 1,568,424.00 1,049.000 1,800,084.00 CONCRETE PILING (SUBSTRUCTURE) 90 DRIVE 150" CAST-IN-STEEL SHELL CONCRETE EA 87,360.0000 524,160.00 7.000 611,520.00 S) PILE (SUBSTRUCTURE) 91 FURNISH 162" CAST-IN-STEEL SHELL LF 2,628.0000 1,687,176.00 626.000 1,645,128.00 CONCRETE PILING (SUBSTRUCTURE) 92 DRIVE 162" CAST-IN-STEEL SHELL CONCRETE EA 144,127.0000 576,508.00 4.000 576,508.00 S) PILE (SUBSTRUCTURE) 93 MICROPILE EA 102,200.0000 49,158,200.00 -7.800 -797,160.00 464.800 47,502,560.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.019 75,108.41 0.880 3,478,705.12 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 14.000 6,482.00 5,739.500 2,657,388.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 233.000 296,842.00 1,828.000 2,328,872.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 12,768.590 197,913.15 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 123.000 3,690.00 1,324.000 39,720.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 0.000 0.00 (SUBSTRUCTURE) 00 FURNISH PRECAST CONCRETE BRACKET AND EA 7,000.0000 616,000.00 0.000 0.00 S) WALER UNIT (SUBSTRUCTURE) 01 ERECT PRECAST CONCRETE BRACKET AND WALER EA 487.0000 42,856.00 0.000 0.00 S) UNIT (SUBSTRUCTURE) 02 FURNISH PRECAST CONCRETE SEAT EA 2,000.0000 192,000.00 20.000 40,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 ERECT PRECAST CONCRETE SEAT EA 228.0000 21,888.00 0.000 0.00 S) (SUBSTRUCTURE) 04 FURNISH PRECAST CONCRETE PILE CAP EA 198,000.0000 1,782,000.00 9.000 1,782,000.00 ASSEMBLY (TYPE A) (SUBSTRUCTURE) 05 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 119,530.0000 1,075,770.00 9.000 1,075,770.00 S) (TYPE A) (SUBSTRUCTURE) 06 FURNISH PRECAST CONCRETE PILE CAP EA 732,000.0000 1,464,000.00 2.000 1,464,000.00 ASSEMBLY (TYPE C) (SUBSTRUCTURE) 07 ERECT PRECAST CONCRETE PILE CAP ASSEMBLY EA 210,575.0000 421,150.00 2.000 421,150.00 S) (TYPE C) (SUBSTRUCTURE) 08 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 380,000.0000 7,980,000.00 21.000 7,980,000.00 (TYPE A) (SUBSTRUCTURE) 09 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 445,658.0000 9,358,818.00 0.090 40,109.22 20.550 9,158,271.90 S) (TYPE A) (SUBSTRUCTURE) 10 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 230,000.0000 920,000.00 4.000 920,000.00 (TYPE B) (SUBSTRUCTURE) 11 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 221,851.0000 887,404.00 3.840 851,907.84 S) (TYPE B) (SUBSTRUCTURE) 12 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 400,000.0000 1,600,000.00 4.000 1,600,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.070 23,029.44 3.950 1,299,518.40 S) (TYPE C) (SUBSTRUCTURE) 14 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 395,000.0000 1,185,000.00 3.000 1,185,000.00 (TYPE D) (SUBSTRUCTURE) 15 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,547.0000 889,641.00 2.980 883,710.06 S) (TYPE D) (SUBSTRUCTURE) 16 FURNISH PRECAST CONCRETE JACKET ASSEMBLY EA 415,000.0000 830,000.00 2.000 830,000.00 (TYPE E) (SUBSTRUCTURE) 17 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 296,935.0000 593,870.00 2.000 593,870.00 S) (TYPE E) (SUBSTRUCTURE) 18 CORE CONCRETE (3") LF 23.0000 3,562,700.00 1,031.500 23,724.50 137,382.030 3,159,786.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 11,851.080 272,574.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 6,127.200 2,512,152.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 11,355.840 235,633.68 S) (SUBSTRUCTURE) 22 CORE CONCRETE (1 1/2", FENDER) LF 17.5000 8,960.00 0.000 0.00 S) (SUBSTRUCTURE) 23 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 810,000.00 825,000.000 742,500.00 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 2,000.000 2,600.00 1,272,778.000 1,654,611.40 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 87,997.000 114,396.10 588,832.000 765,481.60 SF)(FENDER)(SUBSTRUCTURE) 26 STEEL CASING LB 3.2200 11,971,960.00 3,718,121.000 11,972,349.62 SF)(SUBSTRUCTURE) 27 COLUMN RESTRAINER BRACKET EA 39,700.0000 2,382,000.00 4.000 158,800.00 50.000 1,985,000.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 9,732,129.100 14,014,265.90 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 604,600.000 247,886.00 7,551,248.050 3,096,011.70 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 RIVET REMOVAL AND HOLE REAMING EA 12.0000 743,760.00 2,820.000 33,840.00 27,880.000 334,560.00 S) (SUBSTRUCTURE) 31 RRP AND CP LUMBER MFBM 6,395.0000 1,144,705.00 0.000 0.00 SF)(SUBSTRUCTURE) 32 CLEAN AND PAINT STRUCTURAL STEEL LS 1760,000.0000 1,760,000.00 0.027 47,520.00 0.120 211,200.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 240.000 16,560.00 14,280.000 985,320.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.014 1,400.00 0.882 88,200.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 92,394.000 425,936.34 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 13,709.000 54,836.00 98,526.500 394,106.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.150 47,480.40 0.900 284,882.40 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.680 82,373.16 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.300 231,469.20 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.036 59,471.06 0.331 546,803.39 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.874 189,531.27 (SUPERSTRUCTURE) 42 RECONSTRUCT STEEL BRIDGE RAILING LF 95.0000 25,555.00 26.375 2,505.63 (SUPERSTRUCTURE) 43 TEMPORARY STRUCTURE LS 46,400.0000 46,400.00 0.008 371.20 (SUPERSTRUCTURE) 44 TEMPORARY SUPPORT, LOCATION A LS 188,435.0000 188,435.00 0.050 9,421.75 0.950 179,013.25 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.200 224,391.60 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.016 25,847.52 0.640 1,033,900.80 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.015 2,138.72 0.990 141,155.19 (SUPERSTRUCTURE) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 STRUCTURE EXCAVATION (TYPE AH) CY 777.0000 1,119,657.00 1,441.000 1,119,657.00 F) (SUPERSTRUCTURE) 50 STRUCTURE EXCAVATION (TYPE DH) CY 872.0000 896,416.00 1,028.000 896,416.00 F) (SUPERSTRUCTURE) 51 STRUCTURE BACKFILL (BRIDGE) CY 109.0000 131,890.00 1,155.000 125,895.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 714.500 747,367.00 8,635.760 9,033,004.96 S) (SUPERSTRUCTURE) 53 MICROPILE EA 22,604.0000 6,374,328.00 282.000 6,374,328.00 S) (SUPERSTRUCTURE) 54 TEST BORINGS LS 294,630.0000 294,630.00 1.000 294,630.00 S) (SUPERSTRUCTURE) 55 PRESTRESSING CAST-IN-PLACE CONCRETE LS 499,309.0000 499,309.00 0.030 14,979.27 0.324 161,776.12 S) (SUPERSTRUCTURE) 56 PRESTRESSING VISCOUS DAMPING DEVICE LS 34,321.0000 34,321.00 1.000 34,321.00 S) BRACKETS (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 7 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 SEAL COURSE CONCRETE CY 727.0000 266,082.00 391.000 284,257.00 (SUPERSTRUCTURE) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 341.0000 982,080.00 2,880.000 982,080.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 521.000 159,426.00 2,931.970 897,182.82 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 40.000 10,240.00 50.000 12,800.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 434.000 6,944.00 21,798.590 348,777.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 279.000 7,812.00 1,272.000 35,616.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 4.000 520,000.00 20.000 2,600,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 955.000 71,625.00 (SUPERSTRUCTURE) 65 FURNISH PRECAST CONCRETE PANEL EA 7,800.0000 3,619,200.00 464.000 3,619,200.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 6.000 141,000.00 27.000 634,500.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 4.000 96,464.00 20.000 482,320.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 1.000 12,913.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 12.200 120,304.20 452.700 4,464,074.70 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 6.000 34,518.00 27.000 155,331.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 1,282.000 23,076.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 47.000 3,525.00 138.500 10,387.50 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 507.000 16,477.50 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 9,632.000 317,856.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 816.000 37,536.00 S) (SUPERSTRUCTURE) 76 CORE AND PRESSURE GROUT CONCRETE (4") LF 48.0000 14,880.00 246.590 11,836.32 S) (SUPERSTRUCTURE) 77 SEISMIC ISOLATION BEARING EA 23,000.0000 368,000.00 6.000 138,000.00 S) (SUPERSTRUCTURE) 78 JOINT SEAL (MR 1/2") LF 14.0000 2,380.00 0.000 0.00 S) (SUPERSTRUCTURE) 79 JOINT SEAL (TYPE B-MR 2") LF 107.0000 18,190.00 0.000 0.00 S) (SUPERSTRUCTURE) 80 JOINT SEAL ASSEMBLY (MR 4") LF 225.0000 117,000.00 74.000 16,650.00 74.000 16,650.00 S) (SUPERSTRUCTURE) 81 EXPANSION JOINT ASSEMBLY LF 5,588.0000 2,011,680.00 0.000 0.00 S) (SUPERSTRUCTURE) 82 SEISMIC ISOLATION JOINT ASSEMBLY LF 4,948.0000 712,512.00 36.000 178,128.00 86.400 427,507.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 66,835.600 60,152.04 2,178,934.330 1,961,040.90 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 4,542,200.00 243,576.000 316,648.80 2,070,194.600 2,691,252.98 SF)(BRIDGE) (SUPERSTRUCTURE) 85 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 8,000.00 254.000 1,270.00 SF)(SUPERSTRUCTURE) 86 COLUMN CASING LB 4.3100 3,379,040.00 212,112.830 914,206.30 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 856.350 1,806.90 177,400.000 374,314.00 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 275,684.680 391,472.25 7,121,070.040 10,111,919.46 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 270,897.680 482,197.87 6,987,723.040 12,438,147.01 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 5,414.000 97,668.56 152,404.000 2,749,368.16 S) (SUPERSTRUCTURE) 91 TRAVELING MAINTENANCE SCAFFOLD EA 111,369.0000 779,583.00 0.000 0.00 (SUPERSTRUCTURE) 92 FURNISH STRUCTURAL STEEL (RAIL LOWERING) LB 1.7000 36,414.00 490.000 833.00 23,231.250 39,493.13 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 490.000 3,777.90 23,231.250 179,112.94 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 2.000 29,200.00 78.000 1,138,800.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 233.800 43,253.00 916.000 169,460.00 SF)(SUPERSTRUCTURE) 96 VISCOUS DAMPING DEVICE (225 KIPS) EA 35,135.0000 702,700.00 3.600 126,486.00 S) (SUPERSTRUCTURE) 97 VISCOUS DAMPING DEVICE (PIER 19) EA 110,878.0000 887,024.00 8.000 887,024.00 S) (SUPERSTRUCTURE) 98 CLEAN AND PAINT STRUCTURAL STEEL LS 1900,000.0000 1,900,000.00 0.026 49,400.00 0.752 1,428,800.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 9,507.119 589,441.38 234,529.159 14,540,807.86 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.036 3,600.00 0.929 92,900.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 312,350.600 818,358.57 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 9,023.000 39,610.97 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 32,507.200 53,961.95 200,766.300 333,272.06 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 330.000 17,820.00 700.000 37,800.00 F) (SUPERSTRUCTURE) 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 STRUCTURE EXCAVATION (TYPE ANH) CY 309.0000 1,404,096.00 4,544.000 1,404,096.00 F) (SUPERSTRUCTURE) 07 STRUCTURE EXCAVATION (TYPE DNH) CY 360.0000 441,720.00 1,227.000 441,720.00 F) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 9 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 07:21 AM ESTIMATE NO. 50 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 05/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,221,643.51 345,486,350.24 ADJUSTMENT OF COMPENSATION 2,729,871.74 31,716,072.15 EXTRA WORK 620,381.76 34,672,097.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 10,571,897.01 411,874,519.44 08 MOBILIZATION LS 4487,318.0000 44,487,318.00 1.000 44,487,318.00 ORIGINAL CONTRACT AMOUNT 484,403,479.20 TOTAL WORK COMPLETED 10,571,897.01 456,361,837.44 MATERIALS ON HAND ON SITE 40,801,718.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,313.89 -341,786.43 TOTAL 10,564,583.12 496,821,769.01 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 1317 3 153 0 83% 82% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/04