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 03/23/04 EST. NO.19 TIME 10:06 AM R.E. NAME: SHEDD B. WILLIAM 04-006054 --------------------------------------------------------------------------- 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 0086 706.04 E.W. @ F.A.(+) 121003 Y 1236.0 0088 359.89 011603 N 047.10 0090 330.77 021304 Y 1282.0 004 0015 225.00 E.W. @ F.A.(+) 061703 N 0340.0 0019 300.00 101403 N 1249.0 0020 300.00 020304 N 1250.0 010 0001 3,190.00 E.W. @ L.S.(+) 031704 N 1 0 024 0003 275.31 E.W. @ F.A.(+) 061903 Y 0467.0 025 0082 8,389.33 E.W. @ F.A.(+) 061803 Y 0464.0 0159 527.67 080603 Y 0626.0 0169 383.47 050203 Y 0206.0 0173 6,315.03 042903 Y 0378.1 0178 850.04 040803 Y 0837.0 0179 883.31 040903 Y 0838.0 0180 17,623.10 111903 Y 0373.1 0197 610.50 102403 Y 1131.0 0231 1,635.20 022503 Y 1111.0 0243 14,696.00 100203 Y 1125.0 0244 23,908.50 073003 Y 1136.0 0258 2,451.90 072503 Y 0572.0 0262 224.36 072903 Y 0587.0 0265 729.90 080403 Y 0613.0 0267 932.81 080503 Y 0620.0 0270 253.61 080803 Y 0640.0 0272 1,446.94 073003 Y 0594.0 0273 8,472.73 100703 Y 0873.0 0287 358.59 110403 Y 0927.0 0304 23,667.82 012604 Y 0373.2 0306 2,261.73 012604 Y 0373.4 0310 684.26 061803 Y 0466.0 0329 9,471.05 081803 Y 0741.0 0336 224.36 082003 Y 0749.0 0350 1,102.46 071603 Y 0531.0 0373 574.74 120203 Y 1195.0 0374 2,436.38 120303 Y 1199.0 0426 3,989.00 050703 Y 0196.1 0428 19,421.91 092903 Y 1233.0 0428-1 -19,421.91 092903 Y 1233.0 DAO CORRECTING ENTRY 0428-2 17,656.28 092903 Y 1233.0 DAO CORRECTING ENTRY 0429 14,723.27 102203 Y 1234.0 0429-1 -14,723.27 102203 Y 1234.0 DAO CORRECTING ENTRY 0429-2 13,384.79 102203 Y 1234.0 DAO CORRECTING ENTRY 0430 778.27 121103 Y 1237.0 0431 25,443.55 120603 Y 1238.0 0440 25,414.02 070903 Y 1186.2 0441 6,880.43 100903 Y 1152.0 0442 29,054.52 050203 Y 0944.0 0442-1 -29,054.52 050203 Y 0944.0 DAO CORRECTING ENTRY 0442-2 26,413.20 050203 Y 0944.0 DAO CORRECTING ENTRY 0443 107,928.51 051203 Y 0945.0 0443-1 -107,928.51 051203 Y 0945.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/23/04 EST. NO.19 TIME 10:06 AM R.E. NAME: SHEDD B. WILLIAM 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0443-2 98,116.82 051203 Y 0945.0 DAO CORRECTING ENTRY 0444 36,915.23 060603 Y 0946.0 0444-1 -36,915.23 060603 Y 0946.0 DAO CORRECTING ENTRY 0444-2 33,559.30 060603 Y 0946.0 DAO CORRECTING ENTRY 0445 12,724.95 060903 Y 0947.0 0445-1 -12,724.95 060903 Y 0947.0 DAO CORRECTING ENTRY 0445-2 11,568.14 060903 Y 0947.0 DAO CORRECTING ENTRY 0448 4,555.32 101503 Y 1099.0 0448-1 -4,555.32 101503 Y 1099.0 DAO CORRECTING ENTRY 0448-2 4,141.20 101503 Y 1099.0 DAO CORRECTING ENTRY 0449 13,301.33 100803 Y 1100.0 0449-1 -13,301.33 100803 Y 1100.0 DAO CORRECTING ENTRY 0449-2 12,092.12 100803 Y 1100.0 DAO CORRECTING ENTRY 0450 10,112.82 092603 Y 1101.0 0450-1 -10,112.82 092603 Y 1101.0 DAO CORRECTING ENTRY 0450-2 9,193.47 092603 Y 1101.0 DAO CORRECTING ENTRY 0451 6,054.49 081903 Y 1102.0 0451-1 -6,054.49 081903 Y 1102.0 DAO CORRECTING ENTRY 0452 20,250.12 100103 Y 1103.0 0452-1 -20,250.12 100103 Y 1103.0 DAO CORRECTING ENTRY 0452-2 18,409.20 100103 Y 1103.0 DAO CORRECTING ENTRY 0453 24,947.96 102703 Y 1104.0 0453-1 -24,947.96 102703 Y 1104.0 DAO CORRECTING ENTRY 0453-2 22,679.96 102703 Y 1104.0 DAO CORRECTING ENTRY 0454 792.00 090203 Y 1105.0 0455 226.88 082703 Y 1106.0 0456 600.88 091803 Y 1107.0 0457 423.50 093003 Y 1108.0 0458 14.04 100203 Y 1109.0 0460 3,067.37 092603 Y 1145.0 0461 307.52 072803 Y 1146.0 0462 1,050.48 071703 Y 1147.0 0463 3,080.00 081803 Y 1148.0 0464 418.00 061803 Y 1150.0 0466 3,528.72 053003 Y 0942.0 0466-1 -3,528.72 053003 Y 0942.0 DAO CORRECTING ENTRY 0466-2 3,207.93 053003 Y 0942.0 DAO CORRECTING ENTRY 0468 2,791.10 050203 Y 0207.1 0469 3,678.32 060903 Y 0407.1 0472 9,746.46 070103 Y 0495.2 0473 6,571.32 070303 Y 0498.1 0474 1,050.66 082103 Y 0719.1 0475 149.99 050703 Y 0195.1 0476 1,070.46 081103 Y 0720.1 0477 2,044.20 073103 Y 0721.1 0478 679.00 081903 Y 0723.1 0480 54,986.60 100803 Y 0832.1 0481 3,270.23 100803 Y 0833.1 0487 885.54 120403 Y 1209.0 0491 7,226.72 080703 Y 0634.0 0492 8,696.65 081103 Y 0638.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 03/23/04 EST. NO.19 TIME 10:06 AM R.E. NAME: SHEDD B. WILLIAM 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0493 6,905.23 080803 Y 0641.0 0498 8,904.96 082103 Y 0679.0 0499 694.67 093003 Y 0828.0 0500 9,955.70 080103 Y 0603.0 0501 365.75 062803 Y 1149.0 0503 9,330.02 072103 Y 0548.0 0504 41,301.50 072103 Y 1260.0 0505 3,468.95 111403 Y 1261.0 0507 6,250.25 111803 Y 1263.0 0508 25,560.49 120303 Y 1264.0 0509 713.00 080703 Y 1252.0 0510 3,496.00 111903 Y 1259.0 0511 5,504.08 081903 N 1102.1 0512 2,489.75 011904 Y 1267.0 026 0016 5,340.60 E.W. @ F.A.(+) 091003 Y 1257.0 0017 2,326.53 E.W. @ U.P (+) 082803 N !A 0 0018 10,390.25 E.W. @ F.A.(+) 030204 Y 1277.0 0019 3,132.60 021704 Y 1278.0 0027 5,000.00 E.W. @ L.S.(+) 031904 N 740 0 031 0001 1,256.75 E.W. @ F.A.(+) 082903 N 0858.0 0011 20,930.53 090303 N 0688.0 0032 14,611.52 062703 N 0422.0 0033 2,001.53 050703 N 0423.0 0034 18,715.05 062603 N 0431.0 0090-1 -2,574.91 102803 Y 1229.0 DAO CORRECTING ENTRY 0090-2 2,340.83 102803 Y 1229.0 DAO CORRECTING ENTRY 0091-1 -7,569.07 121103 Y 1230.0 DAO CORRECTING ENTRY 0091-2 6,880.97 121103 Y 1230.0 DAO CORRECTING ENTRY 0092-1 -2,517.08 122203 Y 1231.0 DAO CORRECTING ENTRY 0092-2 2,294.25 122203 Y 1231.0 DAO CORRECTING ENTRY 0093-1 -1,733.05 011904 Y 1232.0 DAO CORRECTING ENTRY 0093-2 1,575.50 011904 Y 1232.0 DAO CORRECTING ENTRY 0094-1 -18,317.20 093003 Y 1235.0 DAO CORRECTING ENTRY 0094-2 16,652.00 093003 Y 1235.0 DAO CORRECTING ENTRY 0096 169.90 021104 N 0863.1 0097 951.39 021104 N 0688.1 0098 57.13 082903 N 0858.1 0099 58.65 021104 N 0860.1 0100 695.48 021104 N 0861.1 0101 921.75 021104 N 0862.1 0102 887.84 101703 N 1031.0 0103 979.50 102403 N 1037.0 0105 9,937.15 061903 N 1253.0 0106 7,220.28 072403 N 1254.0 0107 2,604.75 111803 N 1255.0 0108 5,047.06 073003 N 1256.0 0109 954.50 120303 N 1258.0 0110 12,259.86 010604 N 1266.0 0111 2,144.29 012704 N 1269.0 0112 50,312.50 121203 N 1270.0 0113 10,562.75 010904 N 1271.0 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 03/23/04 EST. NO.19 TIME 10:06 AM R.E. NAME: SHEDD B. WILLIAM 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0114 1,748.00 020204 N 1272.0 0115 994.66 020304 N 1273.0 0116 29,246.17 121803 N 1274.0 0117 2,087.25 020904 N 1275.0 0118 15,437.89 020504 N 1279.0 0119 9,740.50 011204 N 1265.0 0129 324.33 021104 N 0859.2 0130 846.35 082503 N 0965.0 0146 1,267.31 120103 N 1194.0 0147 1,799.34 120203 N 1196.0 0148 1,716.12 120303 N 1198.0 0149 1,977.69 120403 N 1200.0 0150 1,242.50 120503 N 1212.0 0151 705.25 120603 N 1214.0 0153 1,243.16 120803 N 1217.0 0154 1,088.48 120903 N 1225.0 0162 1,080.26 102303 N 1036.0 0164 1,761.16 102803 N 1040.0 0165 2,480.64 102903 N 1041.0 0166 2,181.92 103003 N 1042.0 0168 2,054.40 110103 N 1044.0 0169 1,135.66 110203 N 1045.0 0170 2,048.15 110303 N 1046.0 0171 2,074.43 110403 N 1047.0 0172 1,212.19 110503 N 1048.0 0173 863.57 110603 N 1049.0 0174 1,107.79 110703 N 1050.0 0175 1,185.11 110803 N 1051.0 0176 954.79 111003 N 1052.0 0177 750.81 111103 N 1053.0 0178 1,608.43 111203 N 1054.0 0179 1,710.13 111303 N 1055.0 0180 1,643.18 112403 N 1188.0 0181 1,643.18 112503 N 1190.0 0182 1,643.18 112603 N 1191.0 0183 950.78 112803 N 1192.0 0184 994.89 112903 N 1193.0 033 0001 65,000.00 A.C. @ L.S.(+) 031704 N 1 0 1,061,550.78 TOTAL THIS ESTIMATE 7,198,177.45 TOTAL PREVIOUS ESTIMATE 8,259,728.23 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 03/23/04 EST. NO.19 TIME 10:06 AM R.E. NAME: SHEDD B. WILLIAM 04-006054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE EPEG DATA NOT SUBMIT -214,371.70 06 CPM-RETAIN 25% -425,302.25 07 RETURN EST. # 6 214,371.70 07 SWPPP - RETAIN 25% -425,302.25 07 CPM - RETAIN 25% -406,827.23 08 RETURN CPM -25% 425,302.25 08 RETURN SWPPP - 25% 425,302.25 08 RETURN CPM -25% 406,827.23 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 LOCATION RERUN PROGRESS ESTIMATE 04-CC-680-23.9/24.9 ----------------------- FCI CONSTRUCTORS INC. IN CONTRA COSTA COUNTY IN AND NEAR 2100 GOODYEAR ROAD MARTINEZ FROM 0.5 KM SOUTH OF BENICIA, CA. 94510 MOCOCO OVERHEAD TO BENICIA MARTINEZ BRIDGE AND OVERHEAD FED. AID NO. ACIM-680 -1(54)N RECONSTRUCT EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY HIGH VISIBILITY BOUNDARY FENCE M 6.0000 4,800.00 638.000 3,828.00 02 PROGRESS SCHEDULE (CRITICAL PATH) LS 13,500.0000 13,500.00 -0.180 -2,430.00 0.328 4,428.00 03 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,180,000.00 18.000 108,000.00 352.000 2,112,000.00 04 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 3,500.0000 3,500.00 0.679 2,376.50 SYSTEM DATA DELIVERY 05 450 MM TEMPORARY CULVERT M 135.0000 43,200.00 280.200 37,827.00 06 600 MM TEMPORARY CULVERT M 170.0000 5,780.00 0.000 0.00 07 NON-STORM WATER DISCHARGE LS 250,000.0000 250,000.00 0.010 2,500.00 0.900 225,000.00 08 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 0.750 4,875.00 PREVENTION PLAN 09 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.030 1,800.00 0.770 46,200.00 10 TEMPORARY COVER LS 10,000.0000 10,000.00 0.630 6,300.00 11 TEMPORARY FENCE (TYPE ESA) M 4.0000 9,520.00 1,674.000 6,696.00 12 TEMPORARY EROSION CONTROL M2 0.7000 9,450.00 0.000 0.00 S) 13 TEMPORARY SILT FENCE M 4.0000 11,000.00 1,932.000 7,728.00 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 7.000 21,000.00 15 TEMPORARY ENTRANCE/EXITS LS 15,000.0000 15,000.00 0.700 10,500.00 16 PHOTO SURVEY OF EXISTING NON-HIGHWAY LS 9,000.0000 9,000.00 0.500 4,500.00 FACILITIES 17 CONSTRUCTION AREA SIGNS LS 25,180.0000 25,180.00 0.720 18,129.60 S) 18 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.408 77,520.00 S) 19 TYPE III BARRICADE EA 180.0000 1,440.00 0.000 0.00 S) 20 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.2500 103,950.00 6,453.050 53,237.66 S) 21 TEMPORARY PAVEMENT MARKING (TAPE) M2 195.0000 42,900.00 130.050 25,359.75 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 8,400.00 194.000 5,820.00 S) PROGRAM CAS145 PAGE 2 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 735.00 0.000 0.00 S) (LEFT IN PLACE) 24 TEMPORARY PAVEMENT MARKER EA 3.5000 3,045.00 585.000 2,047.50 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,800.0000 88,000.00 2.500 22,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 18.5000 95,460.00 4,475.620 82,798.97 27 TEMPORARY CRASH CUSHION MODULE EA 175.0000 35,000.00 137.000 23,975.00 S) 28 ABANDON CULVERT M 70.0000 2,800.00 7.000 490.00 29 REMOVE CHAIN LINK FENCE M 13.0000 741.00 0.000 0.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 1,100.00 64.000 128.00 771.000 1,542.00 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 18.7500 75,562.50 3,426.040 64,238.25 STRIPE 32 REMOVE PAINTED TRAFFIC STRIPE M 3.2500 3,900.00 217.000 705.25 994.600 3,232.45 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.7000 23,218.00 4,145.400 19,483.38 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 45.0000 4,365.00 16.060 722.70 35 REMOVE PAVEMENT MARKER EA 1.8500 4,791.50 10.000 18.50 2,273.000 4,205.05 36 REMOVE ROADSIDE SIGN EA 150.0000 3,450.00 0.000 0.00 37 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 38 REMOVE SIGN STRUCTURE EA 3,600.0000 3,600.00 0.000 0.00 39 REMOVE ASPHALT CONCRETE DIKE M 21.0000 6,300.00 187.300 3,933.30 40 REMOVE CULVERT M 48.0000 6,240.00 0.000 0.00 41 CLEAN 1650 MM DRAINAGE FACILITY EA 6,000.0000 6,000.00 0.000 0.00 S) 42 CLEAN 840 MM DRAINAGE FACILITY EA 13,000.0000 13,000.00 0.000 0.00 43 REMOVE INLET EA 750.0000 3,000.00 0.000 0.00 44 REMOVE HEADWALL EA 745.0000 1,490.00 0.000 0.00 45 REMOVE ASPHALT CONCRETE SURFACING M3 40.0000 32,400.00 84.000 3,360.00 46 REMOVE BASE AND SURFACING M3 19.0000 10,260.00 265.000 5,035.00 47 REMOVE CONCRETE DECK SURFACE M2 22.2000 9,990.00 0.000 0.00 48 SALVAGE METAL BEAM GUARD RAILING M 25.0000 3,500.00 46.000 1,150.00 49 RELOCATE CONCRETE BARRIER (TYPE K) M 11.2000 9,856.00 660.000 7,392.00 PROGRAM CAS145 PAGE 3 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 51 ADJUST INLET EA 2,000.0000 2,000.00 0.000 0.00 52 ADJUST FRAME AND COVER TO GRADE EA 1,220.0000 14,640.00 0.000 0.00 53 PLANE ASPHALT CONCRETE PAVEMENT M2 25.1000 21,586.00 146.000 3,664.60 S) 54 REMOVE CONCRETE M3 136.0000 1,224.00 0.000 0.00 55 CAP INLET EA 960.0000 1,920.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 0.920 9,200.00 57 SALVAGE CRASH CUSHION EA 1,490.0000 1,490.00 0.000 0.00 58 CLEARING AND GRUBBING LS 23,000.0000 23,000.00 0.950 21,850.00 59 ROADWAY EXCAVATION M3 26.0000 1,406,600.00 14,864.000 386,464.00 60 ROADWAY EXCAVATION (SLAG AND CINDER) M3 184.0000 4,232.00 0.000 0.00 61 ROADWAY EXCAVATION (HAZARDOUS) M3 132.0000 35,640.00 270.000 35,640.00 62 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 63 STRUCTURE EXCAVATION (BRIDGE) M3 190.0000 318,250.00 1,675.000 318,250.00 F) 64 STRUCTURE EXCAVATION (HAZARDOUS) M3 270.0000 55,080.00 204.000 55,080.00 F) 65 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 74,500.00 240.000 12,000.00 F) 66 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 27.0000 4,320.00 160.000 4,320.00 F) 67 STRUCTURE BACKFILL (BRIDGE) M3 48.0000 69,312.00 567.000 27,216.00 F) 68 STRUCTURE BACKFILL (RETAINING WALL) M3 33.0000 78,243.00 0.000 0.00 F) 69 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 40.0000 880.00 0.000 0.00 70 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 100.0000 1,600.00 0.000 0.00 71 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 70.0000 1,400.00 0.000 0.00 F) 72 PERVIOUS BACKFILL MATERIAL (RETAINING M3 45.0000 6,300.00 0.000 0.00 WALL) 73 SAND BACKFILL M3 26.0000 286.00 1.030 26.78 74 DITCH EXCAVATION M3 34.0000 36,720.00 48.000 1,632.00 75 DITCH EXCAVATION (HAZARDOUS) M3 160.0000 32,000.00 74.000 11,840.00 76 DRAINAGE EXCAVATION (HAZARDOUS) M3 180.0000 8,820.00 25.000 4,500.00 PROGRAM CAS145 PAGE 4 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SOIL NAIL ASSEMBLY M 66.0000 54,780.00 830.000 54,780.00 S) 78 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 79 SUBGRADE ENHANCEMENT FABRIC M2 1.2500 4,112.50 2,754.200 3,442.75 80 GEOMEMBRANE (TYPE B) M2 14.6000 169,360.00 5,220.000 76,212.00 81 LIGHTWEIGHT EMBANKMENT MATERIAL M3 44.5000 1,321,650.00 6,897.000 306,916.50 (CELLULAR CONCRETE, 4.7 KN/M3) 82 LIGHTWEIGHT EMBANKMENT MATERIAL M3 57.0000 1,048,800.00 1,736.860 99,001.02 5,168.610 294,610.77 (CELLULAR CONCRETE, 6.3 KN/M3) 83 LIGHTWEIGHT EMBANKMENT MATERIAL M3 81.5000 953,550.00 0.000 0.00 S) (EPS BLOCK) 84 SHORING M 800.0000 320,000.00 125.000 100,000.00 85 GEOMEMBRANE M2 15.0000 137,550.00 0.000 0.00 (TYPE A - GASOLINE RESISTANT) 86 GEOTEXTILE CUSHION M2 7.2000 25,272.00 0.000 0.00 87 EROSION CONTROL (NETTING) M2 4.5000 30,105.00 0.000 0.00 S) 88 STRAW (EROSION CONTROL) TONN 650.0000 4,095.00 0.700 455.00 S) 89 FIBER (EROSION CONTROL) KG 1.7500 3,657.50 90.900 159.08 S) 90 FIBER ROLLS M 12.0000 28,800.00 490.000 5,880.00 S) 91 COMPOST (EROSION CONTROL) KG 0.7500 4,755.00 275.000 206.25 S) 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 925.0000 11,100.00 1.000 925.00 S) 93 PURE LIVE SEED (TYPE 1) KG 50.0000 5,500.00 6.000 300.00 S) (EROSION CONTROL) 94 PURE LIVE SEED (TYPE 2) KG 65.0000 2,405.00 0.000 0.00 S) (EROSION CONTROL) 95 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 130.00 0.000 0.00 S) 96 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,920.00 22.400 89.60 S) 97 NPS 12 SUPPLY LINE (BRIDGE) M 240.0000 48,960.00 80.000 19,200.00 98 CLASS 4 AGGREGATE SUBBASE M3 40.0000 58,800.00 643.000 25,720.00 99 CLASS 3 AGGREGATE BASE M3 44.0000 50,600.00 643.000 28,292.00 00 ASPHALT TREATED PERMEABLE BASE M3 160.0000 118,400.00 0.000 0.00 01 ASPHALT CONCRETE (TYPE A) TONN 73.0000 1,270,200.00 4,158.700 303,585.10 02 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 35,150.00 0.000 0.00 03 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 2,860.00 11.580 254.76 AREA) PROGRAM CAS145 PAGE 5 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 5,640.00 0.000 0.00 05 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.1000 4.40 0.000 0.00 06 PORTLAND CEMENT CONCRETE SLAB M3 165.0000 77,550.00 0.000 0.00 07 2.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,605.0000 1,458,800.00 34.390 89,585.95 206.390 537,645.95 PILING 08 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,470.0000 223,440.00 152.000 223,440.00 S) PILING (ROCK SOCKET) 09 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 808,000.00 404.000 808,000.00 S) PILING (ROCK SOCKET) 10 2.8 M PERMANENT STEEL CASING M 3,700.0000 2,075,700.00 -190.000 -703,000.00 371.000 1,372,700.00 S) 11 ISOLATION CASING KG 8.6000 172,000.00 20,000.000 172,000.00 S) 12 FURNISH PILING (CLASS 400C) M 50.0000 2,700.00 0.000 0.00 (SIGN FOUNDATION) 13 DRIVE PILE (CLASS 400C) EA 1,550.0000 6,200.00 0.000 0.00 (SIGN FOUNDATION) 14 CUTOFF WALL (STEEL SHEET PILING) M2 115.0000 377,200.00 2,344.200 269,583.00 15 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 257.0000 1,058,840.00 1,325.940 340,766.58 PILING (610 MM) 16 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 910.0000 199,290.00 75.000 68,250.00 S) PILE (610 MM) 17 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 328.0000 123,328.00 402.000 131,856.00 402.000 131,856.00 PILING (762 MM) 18 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,140.0000 22,800.00 20.000 22,800.00 S) PILE (762 MM) 19 PRESTRESSING CONCRETE LS 515,000.0000 515,000.00 0.000 0.00 S) 20 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 208,000.00 1,040.000 208,000.00 F) 21 STRUCTURAL CONCRETE, BRIDGE M3 412.0000 4,297,160.00 30.000 12,360.00 5,620.420 2,315,613.04 F) 22 STRUCTURAL CONCRETE, RETAINING WALL M3 290.0000 561,730.00 314.000 91,060.00 F) 23 STRUCTURAL CONCRETE, APPROACH SLAB M3 370.0000 133,200.00 0.000 0.00 F) (TYPE N) 24 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 32,315.00 5.280 6,072.00 F) 25 MINOR CONCRETE (SIGN FOUNDATION) M3 1,000.0000 6,000.00 0.000 0.00 26 MINOR CONCRETE (PIPE COVER) M3 150.0000 450.00 0.000 0.00 27 MINOR CONCRETE (BACKFILL) M3 150.0000 18,000.00 99.500 14,925.00 28 FRACTURED RIB TEXTURE M2 40.0000 16,400.00 0.000 0.00 F) 29 DRILL AND BOND ANCHOR BOLT M 216.5000 19,918.00 0.000 0.00 30 FURNISH PRECAST PRETENSIONED CONCRETE EA 15,800.0000 189,600.00 0.000 0.00 S) BULB-TEE GIRDER (5 M - 10 M) PROGRAM CAS145 PAGE 6 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH PRECAST PRETENSIONED CONCRETE EA 30,750.0000 30,750.00 0.000 0.00 S) BULB-TEE GIRDER (30 M - 35 M) 32 FURNISH PRECAST PRETENSIONED CONCRETE EA 33,000.0000 264,000.00 0.000 0.00 S) BULB-TEE GIRDER (35 M - 40 M) 33 FURNISH PRECAST PRETENSIONED CONCRETE EA 35,800.0000 107,400.00 0.000 0.00 S) BULB-TEE GIRDER (40 M - 45 M) 34 FURNISH PRECAST PRETENSIONED CONCRETE EA 41,600.0000 332,800.00 0.000 0.00 S) BULB-TEE GIRDER (45 M - 50 M) 35 FURNISH PRECAST PRETENSIONED CONCRETE EA 45,500.0000 773,500.00 0.000 0.00 S) BULB-TEE GIRDER (50 M - 55 M) 36 FURNISH PRECAST PRETENSIONED CONCRETE EA 49,200.0000 984,000.00 0.000 0.00 S) BULB-TEE GIRDER (55 M - 60 M) 37 FURNISH PRECAST PRETENSIONED CONCRETE EA 53,000.0000 159,000.00 0.000 0.00 S) BULB-TEE GIRDER (60 M - 65 M) 38 ERECT PRECAST PRETENSIONED CONCRETE EA 17,160.0000 1,235,520.00 0.000 0.00 S) GIRDER 39 REFINISH BRIDGE DECK M2 250.0000 10,250.00 0.000 0.00 40 PTFE SPHERICAL BEARING EA 5,500.0000 66,000.00 5.000 27,500.00 11.000 60,500.00 S) 41 SEISMIC ISOLATION BEARING EA 8,000.0000 176,000.00 5.000 40,000.00 22.000 176,000.00 S) 42 JOINT SEAL (MR 30 MM) M 112.0000 10,864.00 0.000 0.00 S) 43 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,850.0000 55,500.00 0.000 0.00 S) 44 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,095.0000 85,895.00 0.000 0.00 S) 45 BAR REINFORCING STEEL KG 1.0500 702.45 0.000 0.00 SF)(SIGN FOUNDATION) 46 BAR REINFORCING STEEL (BRIDGE) KG 1.1900 3,473,848.00 132,948.000 158,208.12 2,357,589.000 2,805,530.91 SF) 47 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3700 231,177.91 49,160.000 67,349.20 SF) 48 HEADED BAR REINFORCEMENT EA 4.4800 170,240.00 989.000 4,430.72 SF) 49 SHOTCRETE M3 474.0000 12,324.00 3.000 1,422.00 26.000 12,324.00 F) 50 STRUCTURAL STEEL KG 1.4400 128,592.00 0.000 0.00 SF) 51 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 344,952.00 0.000 0.00 F) 52 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5200 29,895.84 0.000 0.00 SF) 53 920 MM CAST-IN-DRILLED-HOLE M 300.0000 1,950.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 54 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 2,100.00 0.000 0.00 PILE (SIGN FOUNDATION) 55 ROADSIDE SIGN - ONE POST EA 100.0000 1,800.00 0.000 0.00 56 ROADSIDE SIGN - TWO POST EA 200.0000 400.00 0.000 0.00 57 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 250.00 0.000 0.00 METHOD) PROGRAM CAS145 PAGE 7 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 175.0000 1,750.00 10.000 1,750.00 60 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 115.0000 3,220.00 0.000 0.00 61 525 MM ALTERNATIVE PIPE CULVERT M 422.0000 40,934.00 0.000 0.00 62 600 MM ALTERNATIVE PIPE CULVERT M 133.0000 18,620.00 0.000 0.00 63 450 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 12.200 3,660.00 64 600 MM REINFORCED CONCRETE PIPE M 800.0000 960.00 0.000 0.00 65 80 MM PLASTIC PIPE (EDGE DRAIN) M 26.0000 22,880.00 0.000 0.00 66 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 20.0000 3,600.00 0.000 0.00 67 PERMEABLE MATERIAL (BLANKET) M3 45.0000 96,750.00 472.000 21,240.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 70 450 MM ALTERNATIVE FLARED END SECTION EA 925.0000 925.00 0.000 0.00 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 77 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 500.0000 3,000.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 425.0000 13,600.00 0.000 0.00 (FACING, METHOD B) 80 CONCRETE (GUTTER LINING) M3 150.0000 3,450.00 0.000 0.00 81 ROCK SLOPE PROTECTION FABRIC M2 30.0000 990.00 0.000 0.00 82 MINOR CONCRETE (MISCELLANEOUS M3 345.0000 3,450.00 0.000 0.00 CONSTRUCTION) 83 MINOR CONCRETE (GUTTER) M 85.0000 10,200.00 0.000 0.00 F) 84 MISCELLANEOUS IRON AND STEEL KG 3.3000 7,682.40 458.800 1,514.04 SF) PROGRAM CAS145 PAGE 8 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MISCELLANEOUS METAL KG 12.0000 31,320.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 86 MISCELLANEOUS METAL (BRIDGE) KG 11.3000 370,188.00 1,235.000 13,955.50 11,894.000 134,402.20 SF) 87 CHAIN LINK FENCE (TYPE CL-0.9) M 32.0000 3,840.00 0.000 0.00 SF) 88 CHAIN LINK FENCE (TYPE CL-0.9, M 36.0000 10,440.00 0.000 0.00 S) VINYL-CLAD) 89 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 13,600.00 0.000 0.00 S) 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 5,000.00 0.000 0.00 S) 92 SURVEY MONUMENT (TYPE D) EA 700.0000 7,000.00 0.000 0.00 93 OBJECT MARKER (TYPE P) EA 75.0000 375.00 0.000 0.00 94 OBJECT MARKER (TYPE L-1) EA 35.0000 700.00 2.000 70.00 95 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 16,640.00 19.000 988.00 S) 96 CONCRETE BARRIER (TYPE K) M 47.0000 84,600.00 128.000 6,016.00 97 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 18,000.00 1.000 1,800.00 S) 98 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,100.00 1.000 700.00 S) 99 CRASH CUSHION, SAND FILLED EA 3,710.0000 11,130.00 0.000 0.00 S) 00 CRASH CUSHION (ADIEM) EA 16,000.0000 32,000.00 0.000 0.00 S) 01 CONCRETE BARRIER (TYPE 60) M 188.0000 14,852.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60D) M 109.0000 13,080.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 736) M 135.0000 121,095.00 0.000 0.00 F) 04 CONCRETE BARRIER (TYPE 736A) M 150.0000 41,550.00 0.000 0.00 F) 05 THERMOPLASTIC TRAFFIC STRIPE M 4.7500 16,340.00 0.000 0.00 06 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 5,880.00 0.000 0.00 07 PAINT TRAFFIC STRIPE (2-COAT) M 2.6500 32,065.00 183.540 486.38 8,914.540 23,623.53 S) 08 PAINT PAVEMENT MARKING (2-COAT) M2 55.0000 3,300.00 39.580 2,176.90 S) 09 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,100.00 771.000 2,313.00 S) 10 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 5,168.00 24.000 91.20 1,442.000 5,479.60 S) 11 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 75,000.0000 75,000.00 0.600 45,000.00 S) 13 LIGHTING (STAGE CONSTRUCTION) LS 16,000.0000 16,000.00 0.700 11,200.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.009 1,800.00 S) 15 TRAFFIC OPERAITONS SYSTEM LS 176,000.0000 176,000.00 0.010 1,760.00 0.010 1,760.00 S) 16 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 17 RELOCATE CATHODIC PROTECTION(RECTIFIER) LS 30,000.0000 30,000.00 0.000 0.00 18 SEWER LINE VIDEO SURVEY EA 20,000.0000 40,000.00 1.000 20,000.00 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 10:06 AM ESTIMATE NO. 19 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: SHEDD B. WILLIAM DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -16,052.08 15,028,982.97 ADJUSTMENT OF COMPENSATION 65,000.00 160,378.00 EXTRA WORK 996,550.78 8,099,350.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,045,498.70 23,288,711.20 20 MOBILIZATION LS 3850,000.0000 3,850,000.00 1.000 3,850,000.00 ORIGINAL CONTRACT AMOUNT 39,272,830.00 TOTAL WORK COMPLETED 1,045,498.70 27,138,711.20 MATERIALS ON HAND ON SITE 3,120,342.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,045,498.70 30,259,053.30 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 08/23/02 530 09/10/02 09/10/02 11/10/05 352 27 40 0 67% 62% PROGRESS IS SATISFACTORY SHEDD B. WILLIAM RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/04