PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/20/04 EST. NO.49 TIME 10:18 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 0063 1,324.38 E.W. @ F.A.(+) 092603 N 123330 0064 790.40 091903 N 120180 0065 2,064.61 013004 N 153460 0066 2,943.94 012904 N 153450 0067 2,846.14 012804 N 153440 0068 2,813.90 012704 N 153430 0069 344.83 120503 N 138400 0070 3,155.19 112103 N 136550 0071 2,686.67 030504 N 163730 0072 2,686.67 030404 N 163720 0073 2,696.17 031104 N 166680 0074 2,751.67 031004 N 166670 0075 2,953.09 030304 N 163710 0076 2,649.20 010904 N 143860 0077 1,604.97 020604 N 155420 0079 365.17 101303 N 128700 0080 282.09 021004 N 157340 004 0006 14,928.80 A.C. @ U.P.(+) 021304 N 155780 0007 15,000.00 021304 N 155782 022 0451 294.05 E.W. @ F.A.(+) 102802 N 104060 0599 708.48 012104 N 150990 0600 1,113.32 012204 N 151000 0616 37.66 021004 N 162560 0617 79.45 020304 N 162550 0618 309.44 010604 N 162540 0619 211.86 121803 N 162520 0620 865.10 111903 N 162500 0621 84.40 111803 N 162490 0622 47.77 011004 N 161000 0623 499.96 021104 N 160920 0624 910.90 022304 N 160900 0625 506.06 021904 N 160890 0626 506.06 022004 N 160880 0627 506.06 020604 N 160870 0628 607.27 020904 N 160860 0629 607.27 020504 N 160850 0630 607.27 020404 N 160840 0631 506.06 020304 N 160830 0632 506.06 013004 N 160820 0633 1,113.32 021204 N 160810 0634 1,012.11 021304 N 160800 0635 303.63 021804 N 160790 0636 3,008.04 081203 N 162460 0637 192.92 080603 N 112970 0638 82.97 072903 N 111660 0639 248.91 072803 N 111650 0640 365.07 060503 N 102100 0641 216.08 050503 N 102080 0642 202.66 061003 N 102110 0643 243.26 061103 N 102120 0644 81.20 061603 N 102130 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 04/20/04 EST. NO.49 TIME 10:18 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 --------------------------------------------------------------------------- 0645 162.41 070103 N 106590 0646 809.69 110603 N 132990 0647 910.90 110503 N 132980 0648 307.36 110403 N 132970 0649 404.84 103103 N 132950 0650 104.94 103003 N 132940 0651 303.63 101603 N 132870 0652 303.63 101503 N 132860 0653 404.84 101403 N 132850 0654 104.94 102703 N 132910 0655 104.94 102403 N 132900 0656 104.94 102303 N 132890 0657 104.94 102203 N 132880 0658 255.15 102903 N 132930 0659 104.94 110303 N 132960 0660 80,688.86 E.W. @ U.P (+) 041604 N 173500 0661 3,973.05 041604 N 173510 037 0001 85,003.30 A.C. @ L.S.(+) 012804 N 152020 038 0158 577.65 E.W. @ F.A.(+) 092003 N 123360 0159 803.06 110303 N 132290 0160 3,042.52 102703 N 131300 0161 1,841.77 102203 N 129720 0162 2,683.43 102303 N 129730 0163 713.74 110703 N 132310 0164 1,150.26 111003 N 134410 0165 1,053.21 110403 N 132300 0166 8,610.78 110603 N 170080 0167 198.30 111803 N 170100 0168 384.73 111903 N 170120 0169 1,093.58 111903 N 170110 0170 1,001.58 112003 N 170140 0171 390.56 112003 N 170130 0172 176.46 111803 N 170090 0173 940.90 022804 N 170490 053 0001 83,309.00 A.C. @ L.S.(+) 022704 N 161570 070 0234 1,094.50 E.W. @ F.A.(+) 111303 N 132840 077 0246 294,774.69 A.C. @ L.S.(+) 022604 N 161380 089 1090 -1,874.32 A.C. @ U.P.(-) 040604 N 152-08 1091 -2,225.76 040704 N 152-09 1092 -937.16 031704 N 165-01 1093 -1,171.45 031804 N 165-02 1094 -351.44 031904 N 165-03 099 0262 0.88 E.W. @ F.A.(+) 110303 N 149560 0402 36.66 101502 N 147250 0403 449.35 011102 N 2071 0 0404 418.44 011102 N 2071 3 124 0039 635.34 E.W. @ F.A.(+) 011604 N 149820 127 0003 2,274.50 A.C. @ L.S.(+) 022704 N 161580 147 0060 49.31 E.W. @ F.A.(+) 090501 N 147330 0061 29.96 090401 N 147320 0062 18.89 083101 N 147310 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 04/20/04 EST. NO.49 TIME 10:18 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 --------------------------------------------------------------------------- 0063 29.96 090501 N 147340 0064 6,996.98 020202 N 2040 0 153 0666 359.65 E.W. @ F.A.(+) 092403 N 133020 0691 28.04 030804 N 169400 0692 184.74 031604 N 169420 0693 58.30 031004 N 169410 0694 149.03 031904 N 169430 164 0079 43.49 E.W. @ F.A.(+) 020404 N 160160 0080 20.24 081903 N 115370 185 0035 12.38 E.W. @ F.A.(+) 101703 N 135190 186 0004 37,852.85 A.C. @ L.S.(+) 121802 N 7036 0 0009 14,374.50 031703 N 9696 0 0011 517.44 111103 N 133050 0012 17,423.64 111803 N 134130 0013 43,051.65 041504 N 186-01 189 0116 337.46 E.W. @ F.A.(+) 060303 N 101590 208 0214 3,860.80 E.W. @ F.A.(+) 103102 N 7817 0 0223 6,680.59 110102 N 7081 0 0229 6,212.79 110402 N 7014 0 0281-1 -6,641.53 102902 N 7899 0 DAO CORRECTING ENTRY 0281-2 5,672.85 102902 N 7899 0 DAO CORRECTING ENTRY 0301 4,038.43 102502 N 8025 0 0308 7,934.38 021103 N 8280 0 0445 1,655.76 032803 N 9395 0 0446 648.44 032803 N 9395 2 0447 2,708.08 022703 N 9384 0 0448 378.44 022703 N 9384 2 0476 429.66 042503 N 9498 0 0537-4 3,375.85 040703 N 9586 0 DAO CORRECTING ENTRY 0539-4 3,430.13 040903 N 9587 0 DAO CORRECTING ENTRY 0541-4 9,969.58 040103 N 9588 0 DAO CORRECTING ENTRY 0544-4 5,803.52 041403 N 9589 0 DAO CORRECTING ENTRY 0557 1,921.71 042503 N 9595 0 0558 53.54 042503 N 9595S0 0568 2,298.95 050603 N 9601 0 0569-3 -3,552.94 050703 N 9602 0 DAO CORRECTING ENTRY 0569-4 4,161.28 050703 N 9602 0 DAO CORRECTING ENTRY 0587 5,053.17 042803 N 9518 0 0588 123.88 042803 N 9518S0 0601 9,506.42 042503 N 9525 0 0602 246.59 042503 N 9525S0 0726 6,427.43 071003 N 112880 0814 3,944.44 101403 N 130800 0815 378.83 101403 N 130802 0830 1,247.80 102803 N 137800 0876 8,021.50 111703 N 139040 0877 606.57 111703 N 139042 0932 10,251.42 120103 N 140260 0933 254.88 120103 N 140262 0934 7,423.31 120203 N 140270 0976-2 676.79 071003 N 112882 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/20/04 EST. NO.49 TIME 10:18 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 --------------------------------------------------------------------------- 1024 10,557.48 112503 N 150310 1035 4,126.77 110603 N 150390 1040 11,343.78 121203 N 150440 1050 5,687.19 112603 N 150170 1052 11,496.05 121503 N 150140 1054 6,475.97 121103 N 150190 1057 6,365.08 020304 N 159030 1059 12,958.67 012404 N 158960 1061 7,460.14 012604 N 158810 1063 5,157.25 012704 N 158830 1064 9,568.39 013104 N 159010 1065 2,520.22 071703 N 158790 1067 13,943.23 013004 N 159000 1071 13,981.14 012704 N 158990 1073 6,598.90 073102 N 8288 0 1078 11,379.43 012604 N 158970 1081 7,597.46 062802 N 159040 1082 1,293.89 062802 N 159042 1083 1,350.76 030602 N 158750 1085 1,931.46 060602 N 158770 1086 1,910.28 030402 N 158760 1088 17.30 102803 N 137802 1089 2,655.79 121303 N 150200 221 0017-1 -2,008.88 E.W. @ F.A.(+) 080602 N 5075 0 DAO CORRECTING ENTRY 0017-2 2,543.30 080602 N 5075 0 DAO CORRECTING ENTRY 0018-5 -1,853.30 100302 N 6937 0 DAO CORRECTING ENTRY 0018-6 2,238.46 100202 N 6937 0 DAO CORRECTING ENTRY 0019-1 -144.94 101102 N 6936 0 DAO CORRECTING ENTRY 0019-2 159.56 101102 N 6936 0 DAO CORRECTING ENTRY 0020-3 -1,263.87 100102 N 6935 0 DAO CORRECTING ENTRY 0020-4 1,228.50 100102 N 6935 0 DAO CORRECTING ENTRY 0021-3 -699.10 080702 N 5076 0 DAO CORRECTING ENTRY 0021-4 760.83 080702 N 5076 0 DAO CORRECTING ENTRY 0022-3 -1,943.89 093002 N 6934 0 DAO CORRECTING ENTRY 0022-4 2,105.83 093002 N 6934 0 DAO CORRECTING ENTRY 0023-3 -977.23 092602 N 6933 0 DAO CORRECTING ENTRY 0023-4 996.26 092602 N 6933 0 DAO CORRECTING ENTRY 0024-3 -4,346.32 100402 N 6939 0 DAO CORRECTING ENTRY 0024-4 4,819.84 100402 N 6939 0 DAO CORRECTING ENTRY 0025-7 -1,462.86 100202 N 6938 0 DAO CORRECTING ENTRY 0026-1 -980.91 071702 N 5070 0 DAO CORRECTING ENTRY 0026-2 1,225.91 071702 N 5070 0 DAO CORRECTING ENTRY 0027-1 -2,400.60 071802 N 5071 0 DAO CORRECTING ENTRY 0027-2 2,933.49 071802 N 5071 0 DAO CORRECTING ENTRY 0028-1 -861.94 071902 N 5072 0 DAO CORRECTING ENTRY 0028-2 995.16 071902 N 5072 0 DAO CORRECTING ENTRY 0029-3 -1,667.34 080502 N 5073 0 DAO CORRECTING ENTRY 0029-4 1,749.55 080502 N 5073 0 DAO CORRECTING ENTRY 0030 147.51 080502 N 5073S0 0033 2,031.15 080602 N 5074 0 0052-1 -784.57 022403 N 108500 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. 5 DATE 04/20/04 EST. NO.49 TIME 10:18 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 --------------------------------------------------------------------------- 0052-2 705.80 022403 N 108500 DAO CORRECTING ENTRY 0078 605.26 052102 N 3769 0 0079 2,900.71 052002 N 3770 0 0081 779.91 052102 N 3767 0 0085 29.94 022403 N 108502 0086 20.89 100102 N 6935S0 0087 3,993.05 102202 N 168940 0088 531.15 102102 N 168930 0089 3,004.08 011402 N 168900 0090 6,996.83 102302 N 168960 0091 5,611.41 102102 N 168920 0092 5,462.72 101502 N 168910 0093 743.90 102202 N 168950 235 0404-1 -99.92 E.W. @ F.A.(+) 111203 N 149070 DAO CORRECTING ENTRY 0404-2 35.00 111203 N 149070 DAO CORRECTING ENTRY 0445 164.94 121603 N 157050 0446 7.36 061301 N 147350 0447 18.89 061501 N 147360 0448 11.57 061801 N 147370 0449 82.48 061901 N 147380 0450 67.23 062001 N 147390 0451 26.32 062101 N 147400 0452 7.75 012201 N 147410 0453 11.64 062501 N 147420 0454 48.36 062501 N 147430 0455 7.36 062601 N 147440 0456 26.32 062601 N 147450 0457 18.89 062701 N 147460 0458 22.58 062901 N 147470 0459 37.40 070201 N 147480 0460 37.40 070201 N 147490 275 0163 19.02 E.W. @ F.A.(+) 022604 N 166390 0164 74.51 022304 N 166410 0165 53.13 022004 N 166420 0166 24.84 022404 N 166400 291 0053 136.09 E.W. @ F.A.(+) 111103 N 137350 0054 996.08 111103 N 137340 0055 940.23 011504 N 150960 0056 248.60 010404 N 150950 0057 882.61 121903 N 150940 0058 732.30 121803 N 150830 0059 288.64 121703 N 150930 0060 21.27 072403 N 149090 0061 56.24 072503 N 149100 0062 56.24 072503 N 149110 298 0013 96.77 E.W. @ F.A.(+) 013004 N 160100 0014 129.11 122003 N 159990 0015 1,715.35 122003 N 160090 0017 3,614.59 120903 N 160080 0018 1,279.84 121903 N 160000 0019 82.97 121603 N 160450 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 04/20/04 EST. NO.49 TIME 10:18 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 --------------------------------------------------------------------------- 0020 626.76 121603 N 160380 0021 2,049.05 122203 N 149520 312 0011 500,000.00 A.C. @ L.S.(+) 041504 N 101100 314 0015-1 -97.90 E.W. @ F.A.(+) 061803 N 134970 DAO CORRECTING ENTRY 0015-2 165.77 061803 N 134970 DAO CORRECTING ENTRY 322 0044 133.07 E.W. @ F.A.(+) 050103 N 126150 0210 798.39 081103 N 136020 0211 798.39 081203 N 136030 0212 798.39 081303 N 136040 0219 798.39 082203 N 136110 0220 798.39 082503 N 136120 0221 798.39 082603 N 136130 0222 798.39 082703 N 136140 0223 798.39 082803 N 136150 0224 798.39 082903 N 136160 0225 798.39 090103 N 136170 0226 665.32 092403 N 136180 0227 665.32 092503 N 136190 0228 665.32 092603 N 136200 0229 665.32 092703 N 136210 0230 3,905.69 091003 N 116300 0231 3,905.69 090403 N 118630 0232 3,905.69 090303 N 118640 0233 3,905.69 090203 N 118650 0285 133.07 051303 N 130060 0286 133.07 051403 N 130070 0287 133.07 051503 N 130080 0288 133.07 051603 N 130090 0289 133.07 051903 N 130100 0290 133.07 052003 N 131730 0293 266.13 052103 N 131740 0294 266.13 052203 N 131750 0295 266.13 052303 N 131760 0296 266.13 052603 N 131770 0297 266.13 052703 N 131780 0299 266.13 052803 N 131790 0300 266.13 052903 N 131800 0302 266.13 053003 N 131810 0303 266.13 060203 N 131820 0305 266.13 060303 N 131830 0306 266.13 060403 N 131840 0307 266.13 060503 N 131850 0330 665.32 070203 N 134270 0335 665.32 070903 N 134320 0336 665.32 071003 N 134330 0337 665.32 071103 N 134340 0502 3,905.69 090503 N 116549 0503 4,642.44 111603 N 144040 0504 3,621.01 111703 N 149220 0505 39,320.71 021204 N 155730 0506 612.04 100903 N 158270 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 04/20/04 EST. NO.49 TIME 10:18 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 --------------------------------------------------------------------------- 0507 6,488.72 110103 N 158240 0508 7,333.12 110303 N 158250 0509 92.12 110303 N 158252 0510 8,779.70 110503 N 158260 0511 92.12 110303 N 158262 0512 650.29 110103 N 149350 0513 459.03 110603 N 149390 0514 765.05 110503 N 149380 0515 688.55 110403 N 149370 0516 688.55 110303 N 149360 0517 612.04 101003 N 149270 0518 1,201.02 112203 N 144060 0519 1,187.25 101403 N 161652 0520 94.96 101403 N 161650 0521 1,202.02 101603 N 161670 0522 1,202.02 101703 N 161680 0523 1,187.25 101503 N 161660 0524 1,202.02 102403 N 161730 0525 1,187.25 101303 N 161640 0526 57.99 111503 N 143800 0527 9,262.39 091903 N 131100 0528 388.69 091903 N 131103 0529 448.53 091903 N 131102 0530 3,607.02 111603 N 158710 0531 5,573.33 111503 N 158690 0532 17,780.54 012704 N 171280 0533 1,640.52 012704 N 171283 328 0004 1,792.93 E.W. @ F.A.(+) 053003 N 164560 0005 237.86 053003 N 164562 0006 3,346.96 060203 N 164580 0007 343.99 060203 N 164582 0008 4,652.66 060903 N 164570 0009 577.00 060903 N 164572 0010 271.08 060903 N 164573 0011 544.32 060903 N 164573 385 0193 3,102.37 E.W. @ F.A.(+) 120203 N 163920 0194 115.71 120203 N 163922 0198 325.39 030504 N 162440 0199 92.17 120103 N 166470 0200 44.66 120803 N 166300 0201 139.72 120803 N 166860 0202 39.12 112403 N 166460 0203 72.49 121703 N 167700 0204 10,859.67 041604 N 173520 0205 299.29 020604 N 171470 0206 632.99 030504 N 168830 0207 80.81 030404 N 168820 0208 466.73 030504 N 168750 0209 4,058.14 030104 N 171580 0210 199.72 022804 N 168770 0211 1,014.47 022704 N 168800 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 04/20/04 EST. NO.49 TIME 10:18 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 --------------------------------------------------------------------------- 0212 1,849.57 122303 N 168720 0213 1,896.91 123003 N 171530 0214 16,823.27 013004 N 168730 0215 2,632.00 121303 N 171510 0216 240.82 022404 N 171480 0217 1,628.37 121503 N 171320 0218 3,475.00 010504 N 171490 0220 16,425.73 013004 N 168710 0221 4,145.02 030104 N 168780 0222 1,699.77 021304 N 168740 0223 1,016.29 030304 N 168810 0224 1,362.84 030204 N 168790 0225 673.21 022204 N 168760 387 0001 8,045.30 A.C. @ L.S.(+) 122303 N 140050 395 0004 500,000.00 A.C. @ U.P.(+) 041504 N 395-03 401 0001 1,120,350.00 E.W. @ U.P (+) 041904 N 401-01 0002 161,130.00 041904 N 401-02 3,634,225.63 TOTAL THIS ESTIMATE 59,403,690.07 TOTAL PREVIOUS ESTIMATE 63,037,915.70 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/20/04 EST. NO.49 TIME 10:18 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 04/20/04 EST. NO.49 TIME 10:18 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 04/20/04 EST. NO.49 TIME 10:18 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 -4,160.79 -334,472.54 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 -4,160.79 -334,472.54 PROGRAM CAS145 PAGE 1 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 LOCATION PROGRESS ESTIMATE 04-CC-580-6.1/7.8 ----------------- 04-MRN-580-0.0/2.6 TUTOR-SALIBA/KOCH/TIDEWATER IN CONTRA COSTA AND MARIN COUNTIES 999 WESTERN DRIVE IN AND NEAR RICHMOND AND SAN RAFAEL RICHMOND, CA 94801-3756 ON THE SAN RAFAEL-RICHMOND BRIDGE FED. AID NO. ACIM-580 -2(41)N SEISMIC RETROFIT - PHASE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TIME RELATED OVERHEAD WDAY 45,000.0000 65,250,000.00 31.000 1,395,000.00 1,287.000 57,915,000.00 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 0.820 41,820.00 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 0.881 33,830.40 09 TRANSPORTATION FOR THE ENGINEER LS 884,000.0000 884,000.00 0.016 14,144.00 0.966 853,944.00 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 0.843 210,750.00 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 0.959 769,118.00 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 0.928 323,872.00 S) 16 TRAFFIC CONTROL SYSTEM LS 3534,000.0000 3,534,000.00 0.021 74,214.00 0.888 3,138,192.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 177,000.00 95,887.000 239,717.50 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 12,166.000 48,664.00 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 3,840.000 126,720.00 114,380.000 3,774,540.00 22 TEMPORARY TRAFFIC SCREEN LF 3.7500 562,950.00 5,040.000 18,900.00 102,764.000 385,365.00 PROGRAM CAS145 PAGE 2 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 52.000 36,569.00 1,640.000 1,153,330.00 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 82,411.000 61,808.25 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.013 9,100.00 0.106 74,200.00 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 0.196 137,200.00 0.686 480,200.00 S) 63 COMMUNICATION CONDUIT SYSTEM LS 700,000.0000 700,000.00 0.037 25,900.00 0.246 172,200.00 S) 64 ELECTRICAL SERVICE LS 700,000.0000 700,000.00 0.005 3,500.00 0.976 683,200.00 S) (BACK UP POWER SYSTEM) 65 MECHANICAL WORK LS 2000,000.0000 2,000,000.00 0.041 82,000.00 0.574 1,148,000.00 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 541,450.00 624.000 53,040.00 5,638.620 479,282.70 PORTLAND CEMENT CONCRETE PATCH (4" DEPTH) (SUBSTRUCTURE) 68 BRIDGE REMOVAL (PORTION) LS 1850,833.0000 1,850,833.00 0.785 1,452,903.91 (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 0.830 4,598,975.22 (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 3,563.590 402,685.67 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,008.000 67,536.00 13,001.240 871,083.08 (SUBSTRUCTURE) 77 DRIVE 12" XS STEEL PIPE PILE EA 2,282.0000 328,608.00 8.000 18,256.00 116.000 264,712.00 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 1,616.400 75,970.80 12,879.800 605,350.60 (SUBSTRUCTURE) 83 DRIVE 14" STEEL PIPE PILE (FENDER) EA 2,559.0000 358,260.00 12.000 30,708.00 140.000 358,260.00 S) (SUBSTRUCTURE) 84 FURNISH 16" STEEL PIPE PILING LF 64.0000 439,296.00 1,072.800 68,659.20 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 0.300 30,660.00 472.600 48,299,720.00 S) (SUBSTRUCTURE) 94 PRESTRESSING LS 3953,074.0000 3,953,074.00 0.031 122,545.29 0.861 3,403,596.71 S) (SUBSTRUCTURE) 95 STRUCTURAL CONCRETE, BRIDGE CY 463.0000 2,856,710.00 5,725.500 2,650,906.50 F) (SUBSTRUCTURE) 96 STRUCTURAL CONCRETE, FENDER CY 1,274.0000 4,216,940.00 228.000 290,472.00 1,595.000 2,032,030.00 F) (SUBSTRUCTURE) 97 DRILL AND BOND DOWEL LF 15.5000 209,095.00 66.000 1,023.00 12,768.590 197,913.15 (SUBSTRUCTURE) 98 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 36,600.00 1,201.000 36,030.00 (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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.460 9,118,162.68 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 1.000 400,000.00 4.000 1,600,000.00 (TYPE C) (SUBSTRUCTURE) 13 ERECT PRECAST CONCRETE JACKET ASSEMBLY EA 328,992.0000 1,315,968.00 0.900 296,092.80 3.880 1,276,488.96 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 0.030 8,896.41 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 2,216.000 50,968.00 136,350.530 3,136,062.19 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 1,270,778.000 1,652,011.40 SF)(SUBSTRUCTURE) 25 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 1,076,400.00 89,130.000 115,869.00 500,835.000 651,085.50 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 46.000 1,826,200.00 S) (SUBSTRUCTURE) 28 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4400 29,664,000.00 420,703.000 605,812.32 9,732,129.100 14,014,265.90 F) (SUBSTRUCTURE) 29 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4100 8,446,000.00 1,331,057.000 545,733.37 6,946,648.050 2,848,125.70 SF)(SUBSTRUCTURE) PROGRAM CAS145 PAGE 6 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,310.000 15,720.00 25,060.000 300,720.00 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 0.023 40,480.00 0.093 163,680.00 S) (SUBSTRUCTURE) 33 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 69.0000 1,149,540.00 240.000 16,560.00 14,040.000 968,760.00 SF)(SUBSTRUCTURE) 34 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.014 1,400.00 0.868 86,800.00 S) (SUBSTRUCTURE) 35 MISCELLANEOUS METAL (BRIDGE) LB 4.6100 1,991,520.00 9,686.000 44,652.46 92,394.000 425,936.34 SF)(SUBSTRUCTURE) 36 MISCELLANEOUS METAL (BRIDGE)(FENDER) LB 4.0000 762,800.00 14,232.000 56,928.00 84,817.500 339,270.00 SF)(SUBSTRUCTURE) 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 316,536.0000 316,536.00 0.050 15,826.80 0.750 237,402.00 (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 0.050 38,578.20 0.300 231,469.20 (SUPERSTRUCTURE) 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 1651,974.0000 1,651,974.00 0.038 62,775.01 0.295 487,332.33 (SUPERSTRUCTURE) 41 BRIDGE REMOVAL (PORTION), LOCATION E LS 216,855.0000 216,855.00 0.015 3,252.83 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 0.100 18,843.50 0.900 169,591.50 (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 0.624 1,008,053.28 (SUPERSTRUCTURE) 47 TEMPORARY SUPPORT, LOCATION D LS 142,581.0000 142,581.00 0.077 10,978.74 0.975 139,016.48 (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 15.000 1,635.00 1,155.000 125,895.00 F) (SUPERSTRUCTURE) 52 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,046.0000 14,044,642.00 777.500 813,265.00 7,921.260 8,285,637.96 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 0.090 44,937.81 0.294 146,796.85 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 982,080.00 161.000 54,901.00 2,880.000 982,080.00 F) (SUPERSTRUCTURE) 59 STRUCTURAL CONCRETE, BRIDGE CY 306.0000 1,836,000.00 563.000 172,278.00 2,410.970 737,756.82 F) (SUPERSTRUCTURE) 60 STRUCTURAL CONCRETE, APPROACH SLAB CY 256.0000 20,480.00 10.000 2,560.00 F) (TYPE R) (SUPERSTRUCTURE) 61 DRILL AND BOND DOWEL LF 16.0000 368,000.00 559.000 8,944.00 21,364.590 341,833.44 (SUPERSTRUCTURE) 62 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 28.0000 50,400.00 993.000 27,804.00 (SUPERSTRUCTURE) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 130,000.0000 8,320,000.00 4.000 520,000.00 16.000 2,080,000.00 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 36.000 280,800.00 464.000 3,619,200.00 (SUPERSTRUCTURE) 66 FURNISH PRECAST BENT CAP SHELL EA 23,500.0000 1,551,000.00 5.000 117,500.00 21.000 493,500.00 (SUPERSTRUCTURE) 67 ERECT PRECAST PRESTRESSED CONCRETE EA 24,116.0000 1,543,424.00 4.000 96,464.00 16.000 385,856.00 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 61.700 608,423.70 440.500 4,343,770.50 S) (SUPERSTRUCTURE) 70 ERECT PRECAST BENT CAP SHELL EA 5,753.0000 379,698.00 5.000 28,765.00 21.000 120,813.00 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 46.500 3,487.50 91.500 6,862.50 S) (SUPERSTRUCTURE) 73 CORE AND PRESSURE GROUT CONCRETE LF 32.5000 54,600.00 210.000 6,825.00 507.000 16,477.50 S) (1 1/2") (SUPERSTRUCTURE) 74 CORE AND PRESSURE GROUT CONCRETE (2") LF 33.0000 350,790.00 197.000 6,501.00 9,632.000 317,856.00 S) (SUPERSTRUCTURE) 75 CORE AND PRESSURE GROUT CONCRETE (3") LF 46.0000 43,240.00 144.000 6,624.00 816.000 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 0.000 0.00 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 50.400 249,379.20 SF)(SUPERSTRUCTURE) 83 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,720,700.00 231,274.200 208,146.78 2,112,098.730 1,900,888.86 SF)(SUPERSTRUCTURE) PROGRAM CAS145 PAGE 8 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,542,200.00 238,355.000 309,861.50 1,826,618.600 2,374,604.18 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 2,859.130 12,322.85 212,112.830 914,206.30 SF)(SUPERSTRUCTURE) 87 SHAFT CASING LB 2.1100 374,314.00 3,135.600 6,616.12 176,543.650 372,507.10 SF)(SUPERSTRUCTURE) 88 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4200 14,826,504.00 225,582.740 320,327.49 6,845,385.360 9,720,447.21 F) (SUPERSTRUCTURE) 89 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.7800 18,585,336.00 236,498.740 420,967.76 6,716,825.360 11,955,949.14 SF)(SUPERSTRUCTURE) 90 RIVET REMOVAL AND HOLE REAMING EA 18.0400 4,427,016.00 5,656.000 102,034.24 146,990.000 2,651,699.60 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 6,141.250 10,440.13 22,741.250 38,660.13 F) (SUPERSTRUCTURE) 93 ERECT STRUCTURAL STEEL (RAIL LOWERING) LB 7.7100 165,148.20 6,141.250 47,349.04 22,741.250 175,335.04 SF)(SUPERSTRUCTURE) 94 REMOVE EXISTING TRUSS SHOE PIN EA 14,600.0000 1,781,200.00 76.000 1,109,600.00 (SUPERSTRUCTURE) 95 INSTALL STUD CONNECTORS EA 185.0000 232,360.00 527.200 97,532.00 682.200 126,207.00 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 0.004 7,600.00 0.726 1,379,400.00 S) (SUPERSTRUCTURE) 99 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 62.0000 17,521,200.00 8,782.640 544,523.68 225,022.040 13,951,366.48 SF)(SUPERSTRUCTURE) 00 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.033 3,300.00 0.893 89,300.00 (SUPERSTRUCTURE) 01 MISCELLANEOUS METAL LB 2.6200 1,207,034.00 2,063.000 5,405.06 312,350.600 818,358.57 SF)(RESTRAINER-CABLE TYPE) (SUPERSTRUCTURE) 02 MISCELLANEOUS METAL LB 4.3900 474,120.00 4,383.000 19,241.37 9,023.000 39,610.97 SF)(RESTRAINER - ROD TYPE) (SUPERSTRUCTURE) 03 MISCELLANEOUS METAL (BRIDGE) LB 1.6600 903,040.00 20,558.000 34,126.28 168,259.100 279,310.11 SF)(SUPERSTRUCTURE) 04 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 54.0000 699,732.00 370.000 19,980.00 370.000 19,980.00 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 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0438U4 TIME 10:18 AM ESTIMATE NO. 49 BID OPENING 08/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: INYANG USEN DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 10,075,794.52 338,264,706.74 ADJUSTMENT OF COMPENSATION 1,609,995.54 28,986,200.41 EXTRA WORK 2,024,230.09 34,051,715.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,710,020.15 401,302,622.44 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 13,710,020.15 445,789,940.44 MATERIALS ON HAND ON SITE 39,116,054.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,160.79 -334,472.54 TOTAL 13,705,859.36 484,571,521.90 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 1287 3 153 0 79% 80% PROGRESS IS SATISFACTORY INYANG USEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 04/20/04