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 07/22/04 EST. NO.52 TIME 11:50 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 0039 4,894.97 E.W. @ F.A.(+) 103103 N 130110 0040 1,047.26 103103 N 130113 0042 6,205.82 103103 N 132810 0046 2,821.70 102903 N 132790 0150 1,602.10 052804 N 191530 0151 1,293.79 052804 N 191520 0152 1,245.67 052604 N 191510 0153 1,375.36 060204 N 193390 0154 1,359.00 060304 N 193400 0155 1,440.19 060404 N 193410 0156 429.29 031304 N 169330 0157 264.03 030904 N 166660 0158 385.88 030804 N 166650 0159 351.36 092302 N 104910 0160 1,548.25 082302 N 104900 0161 531.56 041204 N 174760 0162 1,198.29 042404 N 182180 0163 1,577.60 111403 N 134400 0164 564.95 101502 N 104030 0165 276.27 050404 N 200080 0166 32.37 050804 N 200090 0167 430.51 052504 N 200100 0168 478.35 061204 N 200850 0169 425.98 061904 N 200900 0170 1,535.73 062504 N 200910 0171 1,569.87 061804 N 200890 0172 1,505.03 061704 N 200880 0173 1,440.19 061604 N 200870 002 0032-1 -874.61 E.W. @ F.A.(+) 042304 N 176220 DAO CORRECTING ENTRY 0032-2 795.10 042304 N 176220 DAO CORRECTING ENTRY 0033-1 -338.13 042304 N 176223 DAO CORRECTING ENTRY 0033-2 307.39 042304 N 176223 DAO CORRECTING ENTRY 0034-1 -759.59 042304 N 176224 DAO CORRECTING ENTRY 0034-2 690.54 042304 N 176224 DAO CORRECTING ENTRY 0036-1 -40.62 051704 N 187490 DAO CORRECTING ENTRY 0036-2 36.93 051704 N 187490 DAO CORRECTING ENTRY 0037-1 -299.93 032003 N 117640 DAO CORRECTING ENTRY 0037-2 272.67 032003 N 117640 DAO CORRECTING ENTRY 0038-1 -399.18 022802 N 117530 DAO CORRECTING ENTRY 0038-2 362.89 022802 N 117530 DAO CORRECTING ENTRY 0039-1 -403.91 031902 N 117580 DAO CORRECTING ENTRY 0039-2 367.19 031902 N 117580 DAO CORRECTING ENTRY 003 0034 3,108.16 E.W. @ F.A.(+) 052704 N 191340 004 0008 9,972.40 A.C. @ U.P.(+) 070904 N 155783 0009 9,473.20 070904 N 155784 022 0438 117.29 E.W. @ F.A.(+) 072502 N 104930 0452 233.19 110602 N 104070 0685 4,061.20 021104 N 190020 0686 385.86 100903 N 126190 0687 247.91 101503 N 128740 0688 124.45 101703 N 128750 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 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0689 501.94 102003 N 129700 0690 562.41 011504 N 149770 0691 165.94 092403 N 126450 0692 164.94 101403 N 128730 0693 165.94 082803 N 115750 0694 70.16 102103 N 129710 0695 363.48 021004 N 157380 0696 768.44 021104 N 157390 038 0152-1 -753.35 E.W. @ F.A.(+) 012204 N 161930 DAO CORRECTING ENTRY 0152-2 780.90 012204 N 161930 DAO CORRECTING ENTRY 0153-1 -2,391.39 012304 N 161950 DAO CORRECTING ENTRY 0153-2 2,446.44 012304 N 161950 DAO CORRECTING ENTRY 0219 207.26 042104 N 190770 0220 553.65 043004 N 190790 0221 55.62 050304 N 172390 0222 1,108.12 043004 N 190780 077 0248 414.92 E.W. @ F.A.(+) 043004 N 181290 0249 1,220.21 010904 N 202200 0250 1,311.66 011404 N 202150 0251 547.64 012104 N 202160 0252 1,361.55 012204 N 202190 0253 547.64 012304 N 202180 0254 3,180.64 012404 N 202170 0255 601.17 012604 N 202140 0256 981.38 012704 N 202210 0257 267.94 012704 N 202130 0258 1,007.98 013104 N 202120 0259 280.22 042204 N 190300 0261 80.84 110703 N 145930 089 0948 52.62 E.W. @ F.A.(+) 081402 N 105210 0949 210.34 081202 N 105200 0950 272.86 080802 N 105190 0951 2,309.17 080602 N 105180 0952 887.35 080502 N 105170 0953 1,572.53 080202 N 105160 0954 222.78 073002 N 105150 0955 215.92 072902 N 105140 0956 740.83 072502 N 105130 0957 595.26 072302 N 105120 0958 64.28 071802 N 105110 1122 -1,288.60 A.C. @ U.P.(-) 050304 N 170-32 1123 -702.87 052404 N 170-33 1124 -702.87 052704 N 170-34 1125 -702.87 052904 N 170-35 1126 -702.87 061504 N 170-36 1127 -1,288.60 061604 N 170-37 1128 -468.58 061604 N 184-12 1129 -585.73 061704 N 170-38 1130 -937.16 062304 N 170-39 1131 -702.87 062304 N 170-40 1132 -1,405.74 062404 N 170-41 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 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 1133 -702.87 062504 N 170-42 1134 -702.87 062904 N 170-43 1135 -702.87 063004 N 170-44 1136 -1,405.74 070104 N 170-45 1137 -1,054.31 070204 N 170-46 1138 1,270.05 E.W. @ F.A.(+) 091702 N 105240 1139 217.98 082202 N 105220 1140 1,820.10 090902 N 105230 1141 362.84 051602 N 106050 1141-1 -362.84 051602 N 106050 DAO CORRECTING ENTRY 1142 490.74 051502 N 106040 1142-1 -490.74 051502 N 106040 DAO CORRECTING ENTRY 1143 234.76 051302 N 106030 1143-1 -234.76 051302 N 106030 DAO CORRECTING ENTRY 1144 3,537.91 051002 N 106020 1144-1 -3,537.91 051002 N 106020 DAO CORRECTING ENTRY 1144-2 2,642.02 051002 N 106020 DAO CORRECTING ENTRY 1145 1,001.72 050902 N 106010 1145-1 -1,001.72 050902 N 106010 DAO CORRECTING ENTRY 1146 1,386.62 050802 N 106000 1146-1 -1,386.62 050802 N 106000 DAO CORRECTING ENTRY 1146-2 874.69 050802 N 106000 DAO CORRECTING ENTRY 1146-3 -874.69 050802 N 106000 DAO CORRECTING ENTRY 1147 1,386.62 050702 N 105990 1147-1 -1,386.62 050702 N 105990 DAO CORRECTING ENTRY 1148 870.14 050602 N 105980 1148-1 -870.14 050602 N 105980 DAO CORRECTING ENTRY 1149 1,086.00 050202 N 105970 1149-1 -1,086.00 050202 N 105970 DAO CORRECTING ENTRY 1150 808.46 050102 N 105960 1150-1 -808.46 050102 N 105960 DAO CORRECTING ENTRY 1151 2,573.45 043002 N 105950 1152 3,805.80 042902 N 105940 1153 3,211.94 042602 N 105930 1154 2,548.72 042502 N 105920 1155 2,663.33 042402 N 105910 1156 3,212.75 042302 N 105900 1157 2,437.48 042202 N 105890 1158 1,171.30 041902 N 105880 1159 1,171.30 041802 N 105870 1160 3,543.65 041702 N 105860 1161 2,632.45 041602 N 105850 1162 234.76 041502 N 105840 099 0407 583.61 E.W. @ F.A.(+) 031804 N 194380 0408 2,157.61 030404 N 194360 0409 723.44 031704 N 194400 0410 1,623.64 031004 N 194410 0411 1,414.82 031704 N 194390 0412 1,503.21 030504 N 194370 0413 1,574.03 030304 N 194330 0414 1,830.27 031704 N 194430 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 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0415 1,956.36 031904 N 194720 0416 1,613.55 032204 N 194710 0417 1,007.98 022604 N 194350 0418 2,422.79 022704 N 194340 0419 1,026.54 040504 N 194420 0420 1,991.06 031804 N 194190 132 0187 4,571.22 E.W. @ F.A.(+) 110102 N 7390 0 0373 8,201.16 081503 N 198020 150 0027 1,640.30 E.W. @ F.A.(+) 120103 N 162610 153 0671-1 -207.77 E.W. @ F.A.(+) 110503 N 132360 DAO CORRECTING ENTRY 0671-2 239.33 110503 N 132360 DAO CORRECTING ENTRY 0672-1 -171.24 101003 N 126250 DAO CORRECTING ENTRY 0672-2 229.70 101003 N 126250 DAO CORRECTING ENTRY 0701-1 -207.32 111203 N 134450 DAO CORRECTING ENTRY 0701-2 239.08 111203 N 134450 DAO CORRECTING ENTRY 0721-1 -413.54 010704 N 143890 DAO CORRECTING ENTRY 0721-2 472.19 010704 N 143890 DAO CORRECTING ENTRY 0725-1 -142.46 090303 N 116220 DAO CORRECTING ENTRY 0725-2 176.29 090303 N 116220 DAO CORRECTING ENTRY 0762 22,052.80 052804 N 191410 0763 2,361.10 061704 N 195920 0764 230.72 051804 N 191070 0765 258.09 050604 N 186550 0766 59.88 051904 N 191080 0767 53,284.00 062904 N 199440 0768 11,124.21 063004 N 199850 0769 32.74 033104 N 172410 0770 36.45 052504 N 191540 0771 33.55 050704 N 186560 0772 1,791.88 040104 N 172420 154 0349 2,380.14 E.W. @ F.A.(+) 050103 N 9795 0 0350 55.08 050103 N 9795S0 0371 760.42 052703 N 101240 0418-1 -2,402.47 111303 N 137560 DAO CORRECTING ENTRY 0418-2 3,410.91 111303 N 137560 DAO CORRECTING ENTRY 0431 8,127.01 102803 N 137430 0432 5,575.76 110603 N 137440 0433 10.76 110603 N 137442 0451-1 -1,799.15 110503 N 137540 DAO CORRECTING ENTRY 0451-2 8,463.04 110503 N 137540 DAO CORRECTING ENTRY 0453 9,280.48 031803 N 130540 0454 316.82 031803 N 130542 0456 16,173.51 062403 N 130560 0457 879.40 062403 N 130562 0466 2,880.94 120403 N 140170 0467 5,310.32 120203 N 140160 0469 10,604.25 120403 N 140140 0470 90.69 120403 N 140142 0471 10,277.42 120303 N 140130 0472 90.69 120303 N 140132 0474 90.69 120203 N 140122 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 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0476 78.40 120103 N 140112 164 0063 48.92 E.W. @ F.A.(+) 052903 N 102510 0064 842.70 052703 N 102500 0065 736.56 052303 N 102490 0066 48.92 052103 N 102480 0067 48.92 051903 N 102470 0068 48.92 051403 N 102460 0069 698.78 051203 N 102450 0070 48.92 050803 N 102440 0071 24.46 050503 N 102430 0072 578.09 050103 N 102420 0081 870.71 090403 N 116230 0082 423.51 090803 N 116670 0083 423.51 020404 N 155460 178 0001 24,137.16 A.C. @ L.S.(+) 071404 N 174680 186 0015 29,088.92 A.C. @ L.S.(+) 042904 N 177692 189 0117 3,230.18 E.W. @ F.A.(+) 070203 N 198110 0118 147.62 070203 N 198112 0119 2,251.76 062303 N 198130 0120 581.88 062303 N 198132 0121 3,609.60 062303 N 198140 0122 3,834.94 060403 N 198100 0123 88.29 060403 N 198102 0124 1,688.73 062703 N 198150 0125 272.25 062703 N 198152 0126 3,509.39 061203 N 198120 0127 212.30 061203 N 198122 196 0002 9.10 A.C. @ L.S.(+) 072204 N 196-01 208 0211 2,855.65 E.W. @ F.A.(+) 081902 N 6010 0 1090 29,937.35 020504 N 189400 1091 860.29 020504 N 189402 1093 28,951.59 012304 N 189390 1094 610.06 012304 N 189392 1096 24,199.24 012204 N 189380 1097 272.24 012204 N 189382 1100 2,529.19 061003 N 195640 1101 247.64 061003 N 195642 1102 26,758.89 010504 N 195900 1103 249.13 010504 N 195902 1104 6,471.09 020704 N 189420 1105 12,657.20 021604 N 189480 1106 7,860.05 121203 N 189290 1107 52.38 121203 N 189292 1108 12,555.93 021904 N 189490 1109 89.49 021904 N 189492 1110 27,892.56 021304 N 189470 1111 532.20 021304 N 189472 1112 31,559.48 020604 N 189410 1113 502.51 020604 N 189412 1114 31,658.24 021104 N 189450 1115 495.38 021104 N 189452 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 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 1116 28,550.57 021004 N 189440 1117 491.33 021004 N 189442 1118 34,460.38 020904 N 189430 1119 361.93 020904 N 189432 1120 275,000.00 071804 N 20ADV0 227 0003 33,000.00 A.C. @ L.S.(+) 010604 N 176992 235 0462 1,773.71 E.W. @ F.A.(+) 020304 N 202090 0463 1,319.64 010804 N 202080 0464 2,621.70 011204 N 202070 0465 1,232.24 011304 N 202060 0466 2,004.84 011404 N 202050 0467 312.58 020504 N 193990 0468 989.79 011504 N 202040 0469 2,324.85 012004 N 202030 0470 1,080.21 012104 N 202110 0471 451.75 012204 N 202100 0472 1,555.90 031504 N 193710 0473 1,791.69 031904 N 193720 0474 741.19 030504 N 193730 0475 376.24 013004 N 193740 0476 1,054.90 030204 N 193750 0477 1,041.58 020404 N 193760 0478 274.14 021104 N 193780 0479 1,521.03 031004 N 193770 0480 274.14 021704 N 193790 0481 274.14 021104 N 193800 0482 548.29 021304 N 193810 0483 991.82 020904 N 193820 0484 1,009.82 030904 N 193830 0485 1,399.36 031004 N 193840 0486 1,968.48 022604 N 193850 0487 2,018.64 030504 N 193870 0488 1,844.23 030404 N 193890 0489 589.09 031904 N 193900 0490 1,258.71 050304 N 193910 0491 1,657.86 043004 N 193920 0492 2,216.22 032204 N 193930 0493 1,161.30 031804 N 193940 0494 2,049.55 031704 N 193950 0495 1,847.03 031804 N 193960 0496 1,230.92 031704 N 193970 0497 465.89 030304 N 193980 0498 937.95 031504 N 193880 0499 957.39 020604 N 194000 0500 636.85 030104 N 194010 254 0001 1,504,554.17 A.C. @ L.S.(+) 041904 N 6581 0 267 0014 60,000.00 E.W. @ L.S.(+) 071504 N 116623 275 0168 641.41 E.W. @ F.A.(+) 060204 N 193440 0169 838.30 060104 N 193430 0170 1,228.86 051904 N 194180 0171 478.32 052404 N 194880 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 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0172 733.04 052104 N 194470 0173 733.04 052004 N 194440 0174 1,175.69 052504 N 194890 0175 595.20 060704 N 194910 280 0001 85,000.00 A.C. @ L.S.(+) 041504 N 9214 0 291 0064 1,344.25 E.W. @ F.A.(+) 031104 N 194090 0065 899.32 031804 N 194100 0066 1,075.39 031904 N 194080 0067 1,411.93 012304 N 190310 298 0022-1 -396.27 E.W. @ F.A.(+) 041504 N 177680 DAO CORRECTING ENTRY 0022-2 256.45 041504 N 177680 DAO CORRECTING ENTRY 0024 1,016.83 052203 N 106580 310 0010 2,684.16 E.W. @ F.A.(+) 040303 N 190510 0011 1,563.41 042103 N 190550 0012 7,374.35 042403 N 190570 0013 3,888.70 040203 N 190420 0014 1,250.35 040703 N 190400 312 0014 2,400,000.00 A.C. @ L.S.(+) 070904 N 101130 314 0021 3,912.51 E.W. @ F.A.(+) 042604 N 188920 0022 1,734.73 042204 N 177260 0023 1,328.56 051204 N 185680 0024 948.97 051204 N 186120 317 0001 35,000.00 A.C. @ L.S.(+) 082003 N 317-01 322 0069 417.82 E.W. @ F.A.(+) 091503 N 125600 0072 417.82 091603 N 125610 0535 1,705.60 110403 N 191450 0536 2,052.62 110503 N 191460 0537 574.87 091603 N 125612 0538 574.87 091503 N 125602 0539 8,794.17 050703 N 190440 0540 2,907.51 050503 N 190410 0541 7,295.51 050503 N 190590 0545 412,500.00 071604 N 322AD5 0545-1 -412,500.00 071604 N 322AD5 DAO CORRECTING ENTRY 0545-2 412,500.00 071604 N 322AD5 DAO CORRECTING ENTRY 0546 844.37 050903 N 190470 338 0002 44,949.90 A.C. @ L.S.(+) 071404 N 338-02 340 0017-1 -1,657.52 E.W. @ F.A.(+) 012804 N 161500 DAO CORRECTING ENTRY 0017-2 1,698.83 012804 N 161500 DAO CORRECTING ENTRY 0018-1 -1,828.14 012904 N 161510 DAO CORRECTING ENTRY 0018-2 1,855.67 012904 N 161510 DAO CORRECTING ENTRY 0019-1 -2,313.44 013004 N 161530 DAO CORRECTING ENTRY 0019-2 2,340.96 013004 N 161530 DAO CORRECTING ENTRY 0025-1 -2,314.87 011904 N 161890 DAO CORRECTING ENTRY 0025-2 2,342.40 011904 N 161890 DAO CORRECTING ENTRY 0026-1 -2,314.87 012004 N 161900 DAO CORRECTING ENTRY 0026-2 2,342.40 012004 N 161900 DAO CORRECTING ENTRY 0027-1 -2,314.87 012104 N 161910 DAO CORRECTING ENTRY 0027-2 2,342.40 012104 N 161910 DAO CORRECTING ENTRY 0030-1 -2,423.51 020904 N 164260 DAO CORRECTING ENTRY 0030-2 2,478.56 020904 N 164260 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. 8 DATE 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0031-1 -1,922.86 021004 N 164270 DAO CORRECTING ENTRY 0031-2 1,950.41 021004 N 164270 DAO CORRECTING ENTRY 0040-1 -2,313.44 010504 N 164730 DAO CORRECTING ENTRY 0040-2 2,340.96 010504 N 164730 DAO CORRECTING ENTRY 0042-1 -2,313.44 010704 N 164750 DAO CORRECTING ENTRY 0042-2 2,340.96 010704 N 164750 DAO CORRECTING ENTRY 0043-1 -1,975.66 010804 N 164760 DAO CORRECTING ENTRY 0043-2 2,003.19 010804 N 164760 DAO CORRECTING ENTRY 0045-1 -2,313.44 011304 N 161850 DAO CORRECTING ENTRY 0045-2 2,340.96 011304 N 161850 DAO CORRECTING ENTRY 0048-1 -1,727.58 122203 N 166550 DAO CORRECTING ENTRY 0048-2 1,755.11 122203 N 166550 DAO CORRECTING ENTRY 0050-1 -2,136.95 121803 N 166530 DAO CORRECTING ENTRY 0050-2 2,164.50 121803 N 166530 DAO CORRECTING ENTRY 0051-1 -1,727.58 121703 N 166520 DAO CORRECTING ENTRY 0051-2 1,755.11 121703 N 166520 DAO CORRECTING ENTRY 0052-1 -2,048.73 121603 N 166510 DAO CORRECTING ENTRY 0052-2 2,076.25 121603 N 166510 DAO CORRECTING ENTRY 0053-1 -1,941.68 121503 N 166500 DAO CORRECTING ENTRY 0053-2 1,969.21 121503 N 166500 DAO CORRECTING ENTRY 0127 2,340.96 032904 N 190860 0128 2,108.67 042304 N 190710 0129 2,455.26 042204 N 190700 0130 2,455.06 042104 N 190680 0131 584.36 042004 N 190660 0132 1,968.48 041904 N 190650 0133 2,322.22 040204 N 190900 0134 2,322.22 040104 N 190890 0135 2,340.58 033104 N 190880 0136 2,340.58 033004 N 190870 0137 3,441.90 042604 N 190720 0138 3,441.90 042704 N 190730 0139 3,441.90 042804 N 190740 346 0002 4,457.89 E.W. @ F.A.(+) 060903 N 154560 350 0001 187,273.50 E.W. @ L.S.(+) 071604 N 350-01 385 0033-1 -1,204.51 E.W. @ F.A.(+) 122003 N 142610 DAO CORRECTING ENTRY 0033-2 1,395.47 122003 N 142610 DAO CORRECTING ENTRY 0122-1 -3,703.98 122303 N 151290 DAO CORRECTING ENTRY 0122-2 4,117.40 122303 N 151290 DAO CORRECTING ENTRY 0123-1 -2,374.68 122403 N 151300 DAO CORRECTING ENTRY 0123-2 2,682.07 122403 N 151300 DAO CORRECTING ENTRY 0124-1 -2,307.70 123003 N 151320 DAO CORRECTING ENTRY 0124-2 3,443.36 123003 N 151320 DAO CORRECTING ENTRY 0126-1 -3,645.42 121903 N 151350 DAO CORRECTING ENTRY 0126-2 3,742.12 121903 N 151350 DAO CORRECTING ENTRY 0135 6,699.06 010604 N 154670 0208-1 -466.73 030504 N 168750 DAO CORRECTING ENTRY 0208-2 623.82 030504 N 168750 DAO CORRECTING ENTRY 0439-1 -1,364.14 051704 N 187420 DAO CORRECTING ENTRY 0439-2 1,480.71 051704 N 187420 DAO CORRECTING ENTRY 0467 840.55 021804 N 188810 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 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0468 8,705.06 022004 N 188780 0469 2,982.91 020104 N 188640 0470 1,439.17 020604 N 188800 0472 4,403.24 112103 N 179190 0473 92.31 112103 N 179192 0474 4,593.47 112003 N 193370 0475 21.12 112003 N 193372 0476 661.86 112003 N 193360 0477 21.60 112003 N 193362 0478 665.34 112203 N 179200 0479 6,383.52 111503 N 180290 0480 142.38 111503 N 180292 0481 10,536.40 111603 N 180270 0482 151.57 111603 N 180272 0483 891.02 111603 N 180240 0484 22.30 111603 N 180242 0485 767.48 121503 N 179410 0486 24.29 121503 N 179413 0487 2,546.61 022404 N 188860 0488 919.88 022004 N 188770 0489 3,588.03 021904 N 177050 0490 3,918.75 120803 N 158540 0491 2,037.43 120803 N 143620 0492 1,468.15 122303 N 170820 0493 715.70 122303 N 170822 0494 8.67 122303 N 170823 0495 810.12 021304 N 187510 0496 386.75 021904 N 177052 0497 11,615.41 120603 N 139610 0498 7,547.19 120603 N 139613 0499 2,040.30 120803 N 167300 0500 12.67 120803 N 167302 0501 446.19 111503 N 158700 0503 6,186.92 111503 N 158690 0504 798.64 020604 N 197820 0505 108.99 020604 N 197450 0506 863.17 012204 N 175960 0507 6,091.53 112203 N 197340 0508 95.20 112203 N 197342 0509 3,268.11 022804 N 163770 0510 155.98 030904 N 166770 0511 1,095.67 022004 N 197850 0512 572.75 021904 N 197840 0513 2,036.15 021804 N 197830 0514 2,332.63 021804 N 197650 0515 2,111.60 021104 N 197550 0516 6,039.02 021104 N 197540 0517 257.61 020504 N 197760 0518 1,934.17 020404 N 197640 0519 2,051.71 021904 N 197690 0520 2,580.67 020304 N 197630 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 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0521 533.65 012904 N 197570 0522 5,063.91 012904 N 197330 0523 1,667.78 012904 N 197620 0524 2,845.17 012904 N 197310 0525 3,704.61 012804 N 197320 0526 2,319.52 012604 N 197560 0527 811.03 010904 N 197380 0528 1,274.25 120503 N 142570 0529 727.89 012104 N 189110 0530 13.97 112203 N 179202 0531 623.68 020904 N 197490 0532 28.87 020904 N 197492 0533 8.49 020904 N 197493 0534 666.36 031204 N 179560 0535 49.66 031204 N 179563 0536 2,815.26 030804 N 179570 0537 1,155.43 031304 N 179590 0538 595.65 031304 N 179593 0539 1,045,000.00 071804 N 385AD5 390 0001 7,474,962.00 A.C. @ L.S.(+) 070604 N 202440 392 0001 56,677.62 E.W. @ F.A.(+) 021704 N 158000 0002 97.34 030104 N 180450 0003 275.93 012304 N 152700 0004 964.30 030204 N 180460 0005 875.06 030304 N 180480 0006 97.34 030404 N 180490 0007 194.68 030804 N 180510 0008 97.34 030504 N 180500 0009 281.45 030904 N 180520 0010 108.81 031004 N 180530 0011 355.85 031104 N 180630 0012 53.12 031604 N 180640 0013 355.29 012004 N 152670 0014 261.16 012104 N 152680 0015 121.29 012204 N 152690 0016 241.51 012604 N 153660 0017 336.95 012704 N 153670 0018 2,505.89 020504 N 180370 0019 1,085.67 020504 N 180380 0020 835.97 021004 N 180390 0021 376.29 022504 N 180400 0022 922.18 022704 N 180410 0023 3,630.00 032604 N 180650 0024 109.22 012004 N 180350 0025 903.70 012004 N 178300 0026 97.34 012204 N 180360 0030 1,147.01 031604 N 169640 0032 2,506.52 040804 N 181950 0033 3,500.93 040704 N 181940 0034 2,396.02 040604 N 181930 0035 3,942.90 040504 N 181920 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 11 DATE 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0036 2,052.29 040304 N 181910 0037 1,709.92 040204 N 181900 0038 2,396.02 040104 N 181890 0039 1,459.02 031104 N 181860 0040 2,686.70 031004 N 181850 0041 3,738.38 030904 N 181840 0042 3,959.36 030404 N 181830 0043 2,797.19 030804 N 181820 0044 2,907.68 030504 N 181810 0045 3,627.89 030204 N 181790 0046 913.08 030204 N 181780 0047 2,378.60 022804 N 181770 0048 2,752.87 032604 N 170310 0049 654.48 031704 N 169650 0050 4,814.37 031304 N 169630 0051 258.87 031104 N 169620 0052 523.98 031004 N 169610 0053 771.16 030904 N 169600 0054 336.95 030804 N 169590 0055 134.30 030504 N 169580 0056 134.30 030404 N 169570 0057 977.02 030304 N 169560 0058 466.89 030204 N 169550 0059 134.30 030104 N 169540 0060 371.31 041604 N 190280 0061 371.31 041504 N 190270 0062 371.31 041404 N 190240 0063 371.31 041304 N 190220 0064 374.35 041204 N 190160 0065 4,567.56 032004 N 190150 0066 529.00 031604 N 190140 0067 1,203.90 022704 N 190130 0068 1,506.03 022604 N 190100 0069 1,506.30 022404 N 190050 0070 3,497.84 032004 N 170260 0071 2,630.90 022704 N 169530 0072 2,068.20 022604 N 169520 0073 2,068.20 022404 N 169500 0074 59,140.79 032504 N 169190 0075 2,486.87 030504 N 194730 0076 2,154.77 020904 N 194690 0077 2,928.20 021004 N 194680 0078 3,784.35 040504 N 194860 0079 2,237.48 040604 N 194870 0080 3,342.39 040704 N 194850 0081 2,789.94 040804 N 194840 0082 2,267.01 040904 N 194830 0083 1,744.84 020604 N 194700 0084 3,316.70 021104 N 194670 0085 3,812.13 021204 N 194660 0086 2,133.30 021304 N 194650 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 12 DATE 07/22/04 EST. NO.52 TIME 11:50 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 --------------------------------------------------------------------------- 0087 1,719.84 021704 N 194640 0088 1,965.83 021804 N 194630 0089 2,928.20 021904 N 194620 0090 3,591.14 022004 N 194610 0091 3,017.23 022104 N 194600 0092 2,651.97 022304 N 194580 0093 2,325.81 022404 N 194570 0094 1,249.37 022604 N 194590 0095 2,354.29 022704 N 194560 0096 2,416.71 022804 N 194550 0097 3,812.13 030404 N 194540 0098 3,480.66 030204 N 194530 0099 2,575.27 030804 N 194520 0100 859.94 030104 N 194510 0101 3,591.14 030904 N 194500 0102 2,575.27 031004 N 194490 0103 1,392.57 031104 N 194480 0104 1,577.33 020504 N 194070 0105 1,094.45 031504 N 194050 0106 636.85 020404 N 201770 0107 572.87 050304 N 194060 0108 1,585.27 041204 N 194820 0109 2,110.87 041204 N 194810 0110 2,221.37 041304 N 194800 0111 2,055.63 041304 N 194790 0112 1,830.63 041404 N 194780 0113 2,506.38 041404 N 194770 0114 2,170.72 041504 N 194760 0115 2,317.01 041604 N 194750 0116 2,376.05 041504 N 194740 0117 1,665.48 041604 N 194040 0118 1,316.04 040704 N 194030 0119 177.60 050504 N 190290 0120 4,237.88 050304 N 190040 0121 364.22 050504 N 186620 0122 298.74 050404 N 186610 0123 1,643.12 050304 N 186590 0124 33,674.85 012004 N 151230 0125 4,843.29 030304 N 181800 395 0008 340,000.00 A.C. @ U.P.(+) 071404 N 395-06 0009 1,466.65 E.W. @ F.A.(+) 031304 N 179610 412 0001 686,907.00 A.C. @ L.S.(+) 071504 N 412-01 414 0002 112,500.00 A.C. @ L.S.(+) 061504 N 193700 423 0001 48,437.41 A.C. @ L.S.(+) 071404 N 423-01 426 0001 7,000,000.00 E.W. @ L.S.(+) 062904 N 199360 23,111,733.90 TOTAL THIS ESTIMATE 70,821,748.96 TOTAL PREVIOUS ESTIMATE 93,933,482.86 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 07/22/04 EST. NO.52 TIME 11:50 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 07/22/04 EST. NO.52 TIME 11:50 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 07/22/04 EST. NO.52 TIME 11:50 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 CYL TEST FAILURE#159 -405.00 51 OUT OF STATE INSPECT -2,901.41 51 OUT OF STATE INSPECT -52,214.78 52 -52,214.78 -397,307.62 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 -52,214.78 -397,307.62 PROGRAM CAS145 PAGE 1 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 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 1,378.000 62,010,000.00 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 0.880 44,880.00 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 0.025 960.00 0.952 36,556.80 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.001 884.00 0.998 882,232.00 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 0.891 222,750.00 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 0.004 3,208.00 0.991 794,782.00 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 0.967 337,483.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.951 3,360,834.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 7,454.000 18,635.00 109,602.000 274,005.00 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 1,190.000 4,760.00 15,059.000 60,236.00 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 6,000.000 198,000.00 131,700.000 4,346,100.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 3,600.000 13,500.00 109,554.000 410,827.50 PROGRAM CAS145 PAGE 2 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 21,097.50 1,962.000 1,379,776.50 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 83,191.000 62,393.25 PAVEMENT MARKING 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND LF 2.0000 75,600.00 264.000 528.00 49,231.000 98,462.00 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 25.000 500.00 25.000 500.00 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 1,140.000 14,250.00 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 172,800.00 190.900 17,181.00 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 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.280 224,000.00 S) 59 MODIFY SEISMIC RETROFIT ELECTRICAL LS 700,000.0000 700,000.00 0.697 487,900.00 S) SYSTEM 60 LIGHTING LS 700,000.0000 700,000.00 0.132 92,400.00 0.349 244,300.00 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 0.045 31,500.00 0.827 578,900.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.080 56,000.00 0.419 293,300.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.007 4,900.00 0.983 688,100.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.073 146,000.00 0.785 1,570,000.00 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 541,450.00 314.000 26,690.00 6,403.620 544,307.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.042 77,734.99 0.924 1,710,169.69 (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 0.030 166,228.02 0.883 4,892,644.72 (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 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 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,488,405.00 252.000 16,884.00 16,529.240 1,107,459.08 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 144.000 328,608.00 S) (SUBSTRUCTURE) 78 INSTALL 12" XS STEEL PILE EXTENSION EA 1,148.0000 18,368.00 3.400 3,903.20 14.400 16,531.20 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 7,570.050 355,792.35 20,294.600 953,846.20 (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 4,548.800 291,123.20 (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 1,527.020 12,826,968.00 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 1.000 102,200.00 470.000 48,034,000.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.008 31,624.59 0.911 3,601,250.41 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 253.000 117,139.00 6,034.500 2,793,973.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 405.000 515,970.00 2,401.000 3,058,874.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 2,193.600 34,000.80 14,962.190 231,913.95 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 1,324.000 39,720.00 (SUBSTRUCTURE) 99 DRILL AND BOND DOWEL (FENDER) LF 44.0000 8,448.00 96.000 4,224.00 (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 12.000 24,000.00 32.000 64,000.00 (SUBSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 23.700 5,403.60 23.700 5,403.60 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 20.640 9,198,381.12 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 0.030 9,869.76 3.990 1,312,678.08 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 3,710.000 85,330.00 143,955.030 3,310,965.69 S) (SUBSTRUCTURE) 19 CORE CONCRETE (4") LF 23.0000 307,510.00 12,171.080 279,934.84 S) (SUBSTRUCTURE) 20 CORE CONCRETE (14") LF 410.0000 2,537,080.00 10.000 4,100.00 6,137.200 2,516,252.00 S) (SUBSTRUCTURE) 21 CORE CONCRETE (2 1/2") LF 20.7500 273,485.00 1,091.000 22,638.25 12,446.840 258,271.93 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 8.000 7.20 825,008.000 742,507.20 SF)(SUBSTRUCTURE) 24 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,731,600.00 14,931.000 19,410.30 1,315,889.000 1,710,655.70 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 72,860.000 94,718.00 678,912.000 882,585.60 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 54.000 2,143,800.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 5,146,901.000 7,411,537.44 14,879,030.100 21,425,803.34 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 1,208,605.000 495,528.05 10,758,641.550 4,411,043.04 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 743,760.00 900.000 10,800.00 32,424.000 389,088.00 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 0.044 77,440.00 0.198 348,480.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 410.000 28,290.00 15,430.000 1,064,670.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.024 2,400.00 0.950 95,000.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 108,400.000 499,724.00 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 3,605.000 14,420.00 110,433.500 441,734.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 1.000 316,536.00 (SUPERSTRUCTURE) 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 121,137.0000 121,137.00 0.030 3,634.11 0.722 87,460.91 (SUPERSTRUCTURE) 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 771,564.0000 771,564.00 0.022 16,974.41 0.347 267,732.71 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.006 9,911.84 0.402 664,093.55 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.066 14,312.43 0.970 210,349.35 (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 1.000 188,435.00 (SUPERSTRUCTURE) 45 TEMPORARY SUPPORT, LOCATION B LS 1121,958.0000 1,121,958.00 0.300 336,587.40 (SUPERSTRUCTURE) 46 TEMPORARY SUPPORT, LOCATION C LS 1615,470.0000 1,615,470.00 0.032 51,695.04 0.688 1,111,443.36 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.997 142,153.26 (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 1,197.900 1,253,003.40 10,696.960 11,189,020.16 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 0.076 37,947.48 0.520 259,640.68 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 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,836,000.00 366.000 111,996.00 3,708.470 1,134,791.82 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 50.000 12,800.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 1,295.660 20,730.56 23,533.250 376,532.00 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 76.000 2,128.00 1,424.000 39,872.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 4.000 520,000.00 32.000 4,160,000.00 GIRDER (90'-100') (SUPERSTRUCTURE) 64 FURNISH PRECAST CONCRETE DECK SQFT 75.0000 270,150.00 955.000 71,625.00 2,827.000 212,025.00 (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 35.000 822,500.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 4.000 96,464.00 28.000 675,248.00 S) GIRDER (SUPERSTRUCTURE) 68 ERECT PRECAST CONCRETE DECK EA 12,913.0000 51,652.00 1.000 12,913.00 2.000 25,826.00 S) (SUPERSTRUCTURE) 69 ERECT PRECAST CONCRETE PANEL EA 9,861.0000 4,575,504.00 2.200 21,694.20 455.900 4,495,629.90 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 6.000 34,518.00 35.000 201,355.00 S) (SUPERSTRUCTURE) 71 CORE CONCRETE (2") LF 18.0000 29,160.00 1,605.000 28,890.00 S) (SUPERSTRUCTURE) 72 CORE CONCRETE (5") LF 75.0000 20,250.00 47.000 3,525.00 232.500 17,437.50 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 1.000 23,000.00 7.000 161,000.00 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 40.500 9,112.50 208.500 46,912.50 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 86.400 427,507.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 289,712.500 260,741.25 2,757,960.530 2,482,164.48 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 195,808.000 254,550.40 2,444,028.600 3,177,237.18 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 58,441.080 251,881.05 282,553.910 1,217,807.35 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 177,400.000 374,314.00 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 596,136.750 846,514.19 8,006,642.390 11,369,432.19 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 611,191.750 1,087,921.32 7,910,647.390 14,080,952.35 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 15,688.000 283,011.52 173,711.000 3,133,746.44 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 32.000 54.40 23,753.250 40,380.53 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 32.000 246.72 23,753.250 183,137.56 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 4.000 58,400.00 84.000 1,226,400.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 1,256.000 232,360.00 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 0.038 72,200.00 0.841 1,597,900.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 7,466.900 462,947.80 247,646.539 15,354,085.42 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.028 2,800.00 0.978 97,800.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 5,509.400 14,434.63 336,444.400 881,484.33 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 1,634.500 7,175.46 26,927.500 118,211.73 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 15,647.500 25,974.85 245,291.800 407,184.39 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 993.000 53,622.00 2,723.000 147,042.00 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 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 11:50 AM ESTIMATE NO. 52 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 07/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 17,919,363.61 373,195,664.46 ADJUSTMENT OF COMPENSATION 12,823,933.84 46,695,671.99 EXTRA WORK 10,287,800.06 47,237,810.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 41,031,097.51 467,129,147.32 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 41,031,097.51 511,616,465.32 MATERIALS ON HAND ON SITE 24,933,607.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -52,214.78 -397,307.62 TOTAL 40,978,882.73 536,152,764.70 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 1378 3 153 0 82% 86% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/04