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 01/22/04 EST. NO.30 TIME 09:53 AM R.E. NAME: JAMES, ROBERT 06-342324 --------------------------------------------------------------------------- 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 0095 120.39 E.W. @ F.A.(+) 102803 Y 1020.0 0096 260.32 121103 Y 0913.0 0098 334.26 111003 Y 1059.0 0099 228.35 121803 Y 1073.0 0100 228.35 121903 Y 1074.0 0101 7,260.00 082703 Y 1056.0 0102 7,260.00 102803 Y 1058.0 004 0214 626.47 E.W. @ F.A.(+) 091203 Y 0915.0 0215 566.28 091503 Y 0916.0 0216 361.17 120303 Y 0917.0 005 0056 390.74 E.W. @ F.A.(+) 091103 Y 0918.0 0057 120.39 091603 Y 0919.0 007 0031 67.78 E.W. @ F.A.(+) 112503 Y 0920.0 0032 321.62 120903 Y 0921.0 008 0132 48.69 E.W. @ F.A.(+) 090903 Y 0923.0 0133 45.91 092203 Y 0924.0 035 0047-1 -4,200.00 E.W. @ U.P (+) 121903 N AA 0 DAO CORRECTING ENTRY 0051 196.37 E.W. @ F.A.(+) 111903 Y 0930.0 0052 484.12 120403 Y 0932.0 0053 175.55 120803 Y 0933.0 0054 299.33 120903 Y 0934.0 0055 104.22 121003 Y 0935.0 0056 42.37 121103 Y 1003.0 0058 80.84 121203 Y 1005.0 0059 180.59 121503 Y 1006.0 0060 211.75 121603 Y 1007.0 0061 80.84 121703 Y 1008.0 0062 2,364.15 112403 N 0958.0 0064 7,722.99 112603 N 0960.0 0065 225.11 112903 N 0961.0 0068 2,166.62 120103 N 0979.0 0069 2,876.17 120203 N 0980.0 0070 2,192.62 120303 N 0981.0 0071 358.16 112103 Y 0931.0 0072 5,653.15 120903 N 0936.0 0073 4,900.56 121503 N 0937.0 0074 5,193.04 121603 N 0938.0 0076 361.17 111303 Y 0929.0 0077 5,092.98 121703 N 0939.0 0078 5,092.98 121803 N 0940.0 0080 3,820.38 110403 N 0942.0 0082 929.78 110603 N 0944.0 0084 3,877.36 111103 N 0946.0 0085 4,186.59 111203 N 0947.0 0086 7,551.43 111303 N 0948.0 0087 5,170.49 111403 N 0949.0 0088 5,188.75 111703 N 0950.0 0089 3,861.57 111803 N 0951.0 0090 5,183.04 111903 N 0952.0 0092 7,625.77 112103 N 0954.0 0093 2,359.22 120403 N 0955.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/22/04 EST. NO.30 TIME 09:53 AM R.E. NAME: JAMES, ROBERT 06-342324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0094 4,717.85 112003 N 0956.0 0095 4,642.42 112203 N 0957.0 0097 488.12 120503 Y 1067.0 0099 1,482.78 120503 N 0983.0 0100 494.25 120803 N 0984.0 0101 4,775.02 120403 N 0982.0 0103 254.54 120903 N 0988.0 0104 1,111.29 121003 N 0990.0 0106 808.32 120503 N 1002.0 0107 6,420.90 120803 N 0907.0 0108 4,434.90 121003 N 0908.0 0110 2,663.18 121203 N 0910.0 045 0114 794.23 E.W. @ F.A.(+) 093003 Y 1012.0 0115 636.79 100103 Y 1013.0 0116 1,446.23 100203 Y 1014.0 0117 531.41 100303 Y 1015.0 0118 689.01 100603 Y 1016.0 0119 666.73 100903 Y 1017.0 0120 779.15 102003 Y 1018.0 0120-1 -779.15 102003 Y 1018.0 DAO CORRECTING ENTRY 0122 1,190.80 110403 Y 1021.0 0124 1,261.64 110503 Y 1023.0 0129 197.75 103103 Y 1069.0 053 0014 14,971.60 E.W. @ U.P (+) 011304 N 53A 0 055 0005 929.78 E.W. @ F.A.(+) 110603 N 0965.0 0006 1,099.93 110703 N 0966.0 0007 1,009.00 111003 N 0967.0 0008 3,968.82 112103 N 0968.0 0009 1,848.81 112403 N 0969.0 0010 112.21 120103 N 0970.0 0011 4,656.36 111003 Y 1070.0 0012 2,318.80 110703 Y 1031.0 0013 2,111.19 111103 Y 1032.0 0015 794.49 111303 Y 1034.0 0016 2,146.41 111403 Y 1035.0 0017 2,854.45 111703 Y 1036.0 0018 346.78 111903 Y 1037.0 0020 1,729.15 110603 Y 1030.0 0021 363.70 120403 Y 1039.0 0022 627.49 120503 Y 1040.0 0023 1,116.79 120803 Y 1041.0 0026 1,710.58 110403 Y 1028.0 0027 1,710.58 110503 Y 1029.0 062 0008-1 -568.47 E.W. @ F.A.(+) 112603 N 0892.0 DAO CORRECTING ENTRY 195,417.39 TOTAL THIS ESTIMATE 2,442,912.04 TOTAL PREVIOUS ESTIMATE 2,638,329.43 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 01/22/04 EST. NO.30 TIME 09:53 AM R.E. NAME: JAMES, ROBERT 06-342324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP-NO SUBMITTAL -25,000.00 05 RETURN -SWPPP 25,000.00 11 LATE LANE OPENING -6,250.00 14 RESTAKE REQUESTS -2,657.50 14 SUBCONTRACTOR VIOL. -3,901.98 14 SWEPPP-25% -127,488.80 15 RELEASE SWPPP 127,488.80 16 CPM-25% DEDUCTION -214,886.43 21 NON-COMP.SAND EQUITV -1,150.00 21 OUT-OF-STATE MATERL. -5,000.00 21 CPM 25% DED RELEASE 214,886.43 22 FESTAKING COST -1,125.00 25 NO REPLACEMENT TREES -2,941.69 25 RESTAKING COST -1,125.00 25 RESTAKING COST -1,125.00 25 RESTAKING COST -675.00 25 CPM RETENTION -88,628.00 29 CPM RETENTION RELEAS 88,628.00 30 88,628.00 -25,951.17 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS -10,000.00 08 RECE'D PAYROLLS 10,000.00 09 MISSING PAYROLLS -10,000.00 10 RECE'D PAYROLLS 10,000.00 11 MISSING PAYROLLS -10,000.00 12 MISSING PAYROLLS -10,000.00 13 MISSING PAYROLLS -10,000.00 14 RECE'D PAYROLLS 10,000.00 14 RECE'D PAYROLLS 10,000.00 14 MISSING PAYROLLS -10,000.00 15 MISSING PAYROLLS -10,000.00 19 MISSING PAYROLLS -10,000.00 20 MISSING PAYROLLS -10,000.00 21 RECE'D PAYROLLS#4 10,000.00 21 MISSING PAYROLLS -10,000.00 23 RECE'D PAYROLLS #6 10,000.00 23 MISS PYRL -10,000.00 24 MISS PYRL -10,000.00 25 MISS PYRL -10,000.00 26 PYRL RECD 14, 20, 23 30,000.00 26 MISS PYRL #25 RECD 10,000.00 27 MISS PYRL -10,000.00 27 MISS PYRL #26 RECD 10,000.00 29 MISS PYRL -10,000.00 29 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 01/22/04 EST. NO.30 TIME 09:53 AM R.E. NAME: JAMES, ROBERT 06-342324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISS PYRL -10,000.00 30 -10,000.00 -80,000.00 TOTAL DEDUCTIONS 78,628.00 -105,951.17 PROGRAM CAS145 PAGE 1 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 09:53 AM ESTIMATE NO. 30 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/04 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 01/22/04 LOCATION PROGRESS ESTIMATE 06-FRE-180-R55.4/R56.6 ----------------- M C M CONSTRUCTION INC IN FRESNO COUNTY IN FRESNO AT P O BOX 620 VARIOUS LOCATIONS NORTH HIGHLANDS CA 95660 FED. AID NO. ACNH-X019(15)E ,HP21-6086(10) ,L-6086(10) RECONSTRUCT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,000,000.00 2.000 10,000.00 442.000 2,210,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 2,700.00 175.669 2,635.04 S) 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.250 625.00 1.000 2,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 1.000 25,000.00 06 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.913 13,695.00 S) 07 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.987 24,675.00 S) 08 TYPE III BARRICADE EA 100.0000 5,400.00 51.520 5,152.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.5000 16,885.00 3,081.620 16,948.91 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,840.00 73.330 2,933.20 S) 11 TEMPORARY PAVEMENT MARKER EA 4.0000 3,840.00 990.000 3,960.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 750.0000 1,500.00 0.000 0.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.957 38,280.00 S) 14 TEMPORARY RAILING (TYPE K) M 50.0000 83,000.00 24.400 1,220.00 1,648.410 82,420.50 S) 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,400.00 132.000 39,600.00 S) 16 REMOVE TRAFFIC STRIPE M 3.2500 21,417.50 3,479.000 11,306.75 6,926.500 22,511.13 17 REMOVE PAVEMENT MARKING M2 22.0000 528.00 23.400 514.80 23.400 514.80 18 REMOVE PAVEMENT MARKER EA 2.0000 4,460.00 171.000 342.00 440.000 880.00 19 REMOVE CHANNELIZERS EA 20.0000 460.00 0.000 0.00 20 REMOVE ROADSIDE SIGN EA 100.0000 1,600.00 0.000 0.00 21 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 0.600 1,500.00 1.000 2,500.00 22 REMOVE ASPHALT CONCRETE DIKE M 5.0000 4,350.00 800.700 4,003.50 PROGRAM CAS145 PAGE 2 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 09:53 AM ESTIMATE NO. 30 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/04 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE M 60.0000 2,580.00 42.700 2,562.00 24 REMOVE INLET EA 600.0000 3,000.00 5.000 3,000.00 25 REMOVE HEADWALL EA 1,000.0000 2,000.00 2.000 2,000.00 26 SALVAGE CONCRETE BARRIER (TYPE K) M 15.0000 4,200.00 280.000 4,200.00 27 RECONSTRUCT CHAIN LINK FENCE M 28.0000 16,520.00 88.800 2,486.40 S) 28 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 13,500.00 307.880 15,394.00 S) (WOOD POST) 29 RESET MAILBOX EA 100.0000 1,600.00 4.000 400.00 30 RELOCATE GATE EA 500.0000 500.00 1.000 500.00 1.000 500.00 S) 31 ADJUST MANHOLE TO GRADE EA 400.0000 9,200.00 0.560 224.00 27.000 10,800.00 32 ADJUST WATER VALVE EA 200.0000 3,000.00 6.600 1,320.00 33 REMOVE REFERENCE SIGN PANEL EA 300.0000 2,700.00 12.000 3,600.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 17,200.00 3,649.600 18,248.00 S) 35 REMOVE CONCRETE CURB M 5.0000 850.00 362.000 1,810.00 36 REMOVE CONCRETE BARRIER (TYPE 50) M 15.0000 6,600.00 431.000 6,465.00 37 REMOVE CONCRETE (MISCELLANEOUS) M3 45.0000 450.00 0.000 0.00 38 CAP INLET EA 650.0000 650.00 1.000 650.00 39 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 40 DEVELOP WATER SUPPLY LS 23,000.0000 23,000.00 0.052 1,196.00 1.000 23,000.00 41 ROADWAY EXCAVATION M3 6.0000 720,000.00 1,802.160 10,812.96 141,187.580 847,125.48 42 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 187,100.00 9,557.000 191,140.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 27,824.00 3,478.000 27,824.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 240,275.00 7,032.000 246,120.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 61,000.00 3,050.000 61,000.00 F) 46 IMPORTED BORROW M3 5.0000 2,890,000.00 5,334.500 26,672.50 581,379.000 2,906,895.00 47 EROSION CONTROL (MULCH) M3 27.0000 195,750.00 -1,408.800 -38,037.60 9,174.900 247,722.30 S) 48 STRAW (EROSION CONTROL) TONN 300.0000 21,300.00 69.220 20,766.00 S) 49 EROSION CONTROL (DRILL SEED) HA 1,400.0000 4,060.00 2.290 3,206.00 S) PROGRAM CAS145 PAGE 3 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 09:53 AM ESTIMATE NO. 30 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/04 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 0.5000 3,060.00 9,451.860 4,725.93 S) 51 COMPOST (EROSION CONTROL) KG 0.4500 13,725.00 36,648.700 16,491.92 S) 52 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,000.00 1.000 200.00 S) 53 PURE LIVE SEED (EROSION CONTROL) KG 64.0000 21,760.00 330.400 21,145.60 S) 54 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 1,421.00 2,570.260 1,799.18 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 2,457.00 3,069.500 3,990.35 S) 56 TRANSPLANT TREE EA 1,000.0000 27,000.00 34.000 34,000.00 S) 57 MAINTAIN EXISTING PLANTS LS 15,000.0000 15,000.00 0.985 14,775.00 S) 58 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 0.030 1,200.00 0.920 36,800.00 S) 59 WATER METER EA 3,000.0000 3,000.00 0.000 0.00 S) 60 200 MM CORRUGATED HIGH DENSITY M 60.0000 23,400.00 458.660 27,519.60 S) POLYETHYLENE PIPE CONDUIT 61 RELOCATE BOOSTER PUMP SYSTEM LS 2,000.0000 2,000.00 0.850 1,700.00 S) 62 CLASS 2 AGGREGATE BASE M3 30.0000 579,000.00 23,566.820 707,004.60 63 ASPHALT CONCRETE TONN 45.0000 1,764,000.00 42,597.650 1,916,894.25 64 ASPHALT CONCRETE BASE (TYPE A) TONN 44.0000 332,640.00 4,852.360 213,503.84 65 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 14.0000 49,000.00 4,687.580 65,626.12 AREA) 66 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 3,950.00 1,635.100 4,087.75 67 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 450.00 454.850 1,137.13 68 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 6,475.00 2,717.570 6,793.93 69 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 4,100.00 1,615.800 4,039.50 70 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 19,500.00 30.584 15,292.00 71 CONCRETE PAVEMENT M3 150.0000 856,500.00 4,320.160 648,024.00 72 SEAL PAVEMENT JOINT M 2.0000 26,600.00 796.000 1,592.00 7,959.000 15,918.00 73 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 533,500.00 1,064.300 532,150.00 S) PILING 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 450,000.0000 450,000.00 1.000 450,000.00 S) 75 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 535,000.00 2,140.000 535,000.00 F) 76 STRUCTURAL CONCRETE, BRIDGE M3 457.0000 4,761,940.00 10,462.000 4,781,134.00 F) PROGRAM CAS145 PAGE 4 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 09:53 AM ESTIMATE NO. 30 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/04 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 286,200.00 954.000 286,200.00 F) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 306,500.00 1,226.000 306,500.00 F) (TYPE N) 79 CLASS 2 CONCRETE (WINGWALLS) M3 400.0000 6,400.00 0.000 0.00 80 CLASS 1 CONCRETE (BOX CULVERT) M3 500.0000 748,500.00 1,497.000 748,500.00 F) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,080.0000 248,400.00 229.260 247,600.80 F) 82 RIPPED TEXTURE (REINFORCING BAR) M2 50.0000 57,000.00 1,140.000 57,000.00 F) 83 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 31,200.00 24.220 29,064.00 S) 84 JOINT SEAL (MR 50 MM) M 100.0000 40,600.00 379.500 37,950.00 S) 85 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 1,431,000.00 1,437,130.000 1,437,130.00 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 50,816.20 44,188.000 50,816.20 SF) 87 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 270,593.00 270,593.400 270,593.40 SF) 88 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 349,340.00 77,156.000 385,780.00 F) 89 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 34,934.00 77,156.000 38,578.00 SF) 90 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 9,380.00 1,876.000 9,380.00 F) 91 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.9000 1,688.40 1,876.000 1,688.40 SF) 92 920 MM CAST-IN-DRILLED-HOLE M 900.0000 48,600.00 10.400 9,360.00 S) CONCRETE PILE (SIGN FOUNDATION) 93 1070 MM CAST-IN-DRILLED-HOLE M 1,100.0000 7,700.00 40.200 44,220.00 S) CONCRETE PILE (SIGN FOUNDATION) 94 1220 MM CAST-IN-DRILLED-HOLE M 1,200.0000 7,200.00 5.500 6,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 ROADSIDE SIGN - ONE POST EA 160.0000 13,120.00 1.000 160.00 81.000 12,960.00 96 ROADSIDE SIGN - TWO POST EA 200.0000 3,200.00 16.000 3,200.00 97 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,100.00 17.000 1,700.00 METHOD) 98 INSTALL SIGN PANEL ON EXISTING FRAME M2 80.0000 6,400.00 121.850 9,748.00 99 PREPARE AND PAINT CONCRETE M2 12.0000 6,360.00 876.000 10,512.00 S) 00 PREPARE AND STAIN CONCRETE M2 12.0000 11,520.00 114.200 1,370.40 1,078.200 12,938.40 S) 01 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 73,200.00 626.060 75,127.20 02 600 MM ALTERNATIVE PIPE CULVERT M 130.0000 231,400.00 1,745.450 226,908.50 03 1200 MM ALTERNATIVE PIPE CULVERT M 350.0000 105,000.00 306.060 107,121.00 PROGRAM CAS145 PAGE 5 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 09:53 AM ESTIMATE NO. 30 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/04 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1350 MM ALTERNATIVE PIPE CULVERT M 570.0000 188,100.00 321.300 183,141.00 05 750 MM CAST-IN-PLACE CONCRETE PIPE M 100.0000 22,000.00 217.000 21,700.00 06 900 MM CAST-IN-PLACE CONCRETE PIPE M 130.0000 14,300.00 109.400 14,222.00 07 1050 MM CAST-IN-PLACE CONCRETE PIPE M 180.0000 9,180.00 50.700 9,126.00 08 375 MM PLASTIC PIPE M 180.0000 19,800.00 105.600 19,008.00 09 450 MM PLASTIC PIPE M 190.0000 2,090.00 13.000 2,470.00 10 300 MM REINFORCED CONCRETE PIPE M 120.0000 840.00 6.600 792.00 (RUBBER GASKET JOINT) 11 450 MM REINFORCED CONCRETE PIPE M 121.0000 30,250.00 283.720 34,330.12 (RUBBER GASKET JOINT) 12 600 MM REINFORCED CONCRETE PIPE M 160.0000 105,600.00 669.920 107,187.20 (RUBBER GASKET JOINT) 13 750 MM REINFORCED CONCRETE PIPE M 260.0000 119,600.00 448.880 116,708.80 (RUBBER GASKET JOINT) 14 900 MM REINFORCED CONCRETE PIPE M 300.0000 39,000.00 122.900 36,870.00 (RUBBER GASKET JOINT) 15 1050 MM REINFORCED CONCRETE PIPE M 400.0000 52,000.00 122.240 48,896.00 (RUBBER GASKET JOINT) 16 1200 MM REINFORCED CONCRETE PIPE M 500.0000 75,000.00 147.000 73,500.00 (RUBBER GASKET JOINT) 17 450 MM CORRUGATED STEEL PIPE M 200.0000 3,200.00 61.120 12,224.00 (2.01 MM THICK) 18 600 MM CORRUGATED STEEL PIPE M 180.0000 25,200.00 139.550 25,119.00 (2.01 MM THICK) 19 200 MM PERFORATED PLASTIC M 140.0000 7,840.00 38.060 5,328.40 PIPE UNDERDRAIN 20 CORRUGATED STEEL PIPE INLET M 700.0000 9,800.00 13.050 9,135.00 21 300 MM CORRUGATED STEEL PIPE RISER M 400.0000 2,800.00 7.000 2,800.00 (2.01 MM THICK) 22 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 3.000 900.00 23 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 2,450.00 7.000 2,450.00 24 750 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 2.000 1,200.00 25 1350 MM ALTERNATIVE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800.00 26 DRAINAGE INLET (TYPE E) (FMFCD) EA 1,100.0000 3,300.00 0.900 990.00 27 MANHOLE (TYPE A) EA 1,500.0000 34,500.00 24.000 36,000.00 28 MANHOLE (TYPE B) EA 1,800.0000 16,200.00 9.000 16,200.00 29 MANHOLE (TYPE C) EA 1,500.0000 4,500.00 3.000 4,500.00 30 MINOR CONCRETE (BACKFILL) M3 120.0000 11,160.00 100.900 12,108.00 PROGRAM CAS145 PAGE 6 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 09:53 AM ESTIMATE NO. 30 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/04 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROCK SLOPE PROTECTION M3 120.0000 19,200.00 177.290 21,274.80 (FACING, METHOD B) 32 CONCRETE (CHANNEL LINING) M3 600.0000 8,400.00 14.000 8,400.00 33 SLOPE PAVING (CONCRETE) M3 350.0000 217,350.00 767.000 268,450.00 F) 34 ROCK SLOPE PROTECTION FABRIC M2 2.0000 560.00 337.670 675.34 35 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 237,000.00 857.280 257,184.00 CONSTRUCTION) 36 MINOR CONCRETE (GUTTER) M 80.0000 5,760.00 72.000 5,760.00 F) 37 MISCELLANEOUS IRON AND STEEL KG 2.5000 49,055.00 20,480.000 51,200.00 SF) 38 MANHOLE FRAME AND COVER EA 540.0000 12,960.00 23.500 12,690.00 S) 39 MANHOLE FRAME AND GRATE EA 550.0000 6,050.00 11.000 6,050.00 S) 40 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 5,440.00 1,832.000 7,328.00 SF) 41 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 89,520.00 -90.800 -2,179.20 3,352.000 80,448.00 S) 42 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 7,200.00 1.000 900.00 9.000 8,100.00 S) 43 CHAIN LINK SLIDING GATE EA 2,000.0000 2,000.00 0.000 0.00 S) 44 SURVEY MONUMENT EA 1,200.0000 8,400.00 0.000 0.00 45 DELINEATOR (CLASS 1) EA 35.0000 10,150.00 0.000 0.00 46 OBJECT MARKER (TYPE K) EA 50.0000 1,100.00 0.000 0.00 47 METAL BEAM GUARD RAILING (WOOD POST) M 48.0000 179,040.00 3,185.900 152,923.20 S) 48 CONCRETE BARRIER (TYPE 25) M 100.0000 220,100.00 2,201.000 220,100.00 F) 49 CABLE RAILING M 40.0000 27,320.00 683.000 27,320.00 SF) 50 END SECTION EA 100.0000 1,600.00 16.000 1,600.00 S) 51 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 14,000.00 11.000 22,000.00 S) 52 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 250.0000 2,000.00 9.000 2,250.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 500.0000 6,500.00 2.000 1,000.00 S) 54 RETURN SECTION EA 100.0000 1,300.00 6.000 600.00 S) 55 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 7.000 35,000.00 S) 56 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 4,000.00 7.000 7,000.00 S) 57 CRASH CUSHION (REACT 9SCBS) EA 30,000.0000 90,000.00 2.000 60,000.00 S) PROGRAM CAS145 PAGE 7 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 09:53 AM ESTIMATE NO. 30 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/04 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60) M 120.0000 33,600.00 276.600 33,192.00 59 CONCRETE BARRIER (TYPE 60R) M 500.0000 85,000.00 163.500 81,750.00 60 CONCRETE BARRIER (TYPE 60C) M 200.0000 34,000.00 177.000 35,400.00 61 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 15,600.00 97.410 3,896.40 387.050 15,482.00 S) 62 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 46,100.00 10,551.700 10,551.70 34,724.700 34,724.70 S) (SPRAYABLE) 63 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 320.00 0.000 0.00 S) 64 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 11,025.00 853.000 2,985.50 1,800.000 6,300.00 S) 65 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.017 850.00 0.990 49,500.00 S) 66 CITY LIGHTING LS 50,000.0000 50,000.00 0.005 250.00 0.990 49,500.00 S) 67 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.988 69,160.00 S) 68 CHANGEABLE MESSAGE SIGN SYSTEM LS 50,000.0000 50,000.00 0.062 3,100.00 1.000 50,000.00 S) 69 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.900 4,500.00 S) 70 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.027 810.00 0.990 29,700.00 S) 71 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 0.062 1,860.00 1.000 30,000.00 S) 72 COMMUNICATION CONDUIT LS 10,000.0000 10,000.00 0.150 1,500.00 1.000 10,000.00 S) 73 COMMUNICATION HUB BUILDING EA 50,000.0000 50,000.00 0.900 45,000.00 0.900 45,000.00 S) 74 EMERGENCY VEHICLE DETECTION SYSTEM LS 50,000.0000 50,000.00 0.070 3,500.00 0.970 48,500.00 S) PROGRAM CAS145 PAGE 8 DATE 01/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 09:53 AM ESTIMATE NO. 30 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/04 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 01/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 104,223.21 24,335,889.42 ADJUSTMENT OF COMPENSATION 0.00 77,359.92 EXTRA WORK 195,417.39 2,560,969.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 299,640.60 26,974,218.85 75 MOBILIZATION LS 2613,086.0000 2,613,086.00 1.000 2,613,086.00 ORIGINAL CONTRACT AMOUNT 26,546,315.10 TOTAL WORK COMPLETED 299,640.60 29,587,304.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 78,628.00 -105,951.17 TOTAL 378,268.60 29,481,353.68 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 10/26/01 400 11/01/01 11/13/01 01/20/04 448 94 25 23 97% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H *** SUSPENDED ON 12/04/01. JAMES, ROBERT RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/04