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 06/18/03 EST. NO.32 TIME 09:05 AM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0149 686.13 E.W. @ F.A.(+) 042103 N 1457 0 0150 2,706.08 042403 N 1456 0 0151 1,878.52 042803 N 1461 0 0152 1,939.79 042903 N 1462 0 013 0078 770.99 E.W. @ F.A.(+) 012003 N 1467 0 049 0028 224.22 E.W. @ F.A.(+) 091202 N 950 0 0029 587.27 110602 N 1076 0 0030 619.09 110502 N 1075 0 062 0001 4,959.44 E.W. @ F.A.(+) 111802 N 1159 0 0002 3,431.63 120602 N 1186 0 064 0003 1,017.30 E.W. @ F.A.(+) 042303 N 1459 0 0004 891.57 042503 N 1460 0 126 0001 2,708.35 E.W. @ F.A.(+) 040303 N 1443 0 0002 3,959.35 A.C. @ U.P.(+) 061703 N 9054 0 26,379.73 TOTAL THIS ESTIMATE 3,534,368.63 TOTAL PREVIOUS ESTIMATE 3,560,748.36 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 06/18/03 EST. NO.32 TIME 09:05 AM R.E. NAME: WILLIAM J. GILCHRIST 12-0695U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MARINA LANDSCAPE -10,000.00 07 MARINA REINFORCING -10,000.00 09 UNSAT. PAYROLLS -10,000.00 22 UNSAT PAYROLL -10,000.00 24 UNSAT. PAYROLL -10,000.00 26 UNSAT PAYROLL -10,000.00 28 CHRISP,MOORE,ORTIZ -10,000.00 31 0.00 -70,000.00 TOTAL DEDUCTIONS 0.00 -70,000.00 PROGRAM CAS145 PAGE 1 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-405-7.6/9.6 ----------------------- MCM CONSTRUCTION, INC. IN ORANGE COUNTY IN IRVINE, SANTA P.O. BOX 620 ANA, AND COSTA MESA ON RTE 405 FROM 6413 32ND STREET 0.1 KM S OF RTE 405/55 SEP TO BEAR NORTH HIGHLANDS,CA 95660-0620 ST OC AND ON RTE 55 FROM RTE 405/55 SEP TO 0.2 KM N OF MACARTHUR BLVD FED. AID NO. STP-5312(31)N ,LN-5312(31)N HOV CONNECTOR AND IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.025 375.00 0.775 11,625.0 002 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.900 2,700.0 PREVENTION PLAN 003 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.030 3,750.00 0.820 102,500.0 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.020 600.00 0.510 15,300.0 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.020 3,000.00 0.540 81,000.0 (S) 006 TYPE II BARRICADE EA 55.0000 2,915.00 1.000 55.0 (S) 007 TYPE III BARRICADE EA 85.0000 3,145.00 9.000 765.0 (S) 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 270.000 9,450.0 (S) 009 PORTABLE DELINEATOR EA 40.0000 3,440.00 0.000 0.0 (S) 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,250.0000 7,500.00 0.000 0.0 011 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.020 1,000.00 0.510 25,500.0 (S) 012 TEMPORARY RAILING (TYPE K) M 25.0000 740,000.00 744.000 18,600.00 22,482.870 562,071.7 013 TEMPORARY CRASH CUSHION MODULE EA 260.0000 213,200.00 27.000 7,020.00 671.000 174,460.0 014 TEMPORARY TRAFFIC SCREEN M 6.0000 177,600.00 7,691.160 46,146.9 015 ABANDON CULVERT EA 800.0000 2,400.00 3.000 2,400.0 016 ABANDON INLET EA 800.0000 3,200.00 1.000 800.0 017 REMOVE CHAIN LINK FENCE M 12.0000 22,680.00 2,027.000 24,324.0 018 REMOVE METAL BEAM GUARD RAILING M 30.0000 28,200.00 1,551.900 46,557.0 019 REMOVE TRAFFIC STRIPE AND PAVEMENT M 1.2000 24,840.00 930.000 1,116.00 21,165.630 25,398.7 MARKING 020 REMOVE PAVEMENT MARKER EA 0.8500 8,670.00 7,518.000 6,390.3 021 REMOVE ROADSIDE SIGN EA 150.0000 14,100.00 52.000 7,800.0 022 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 8.750 35,000.0 PROGRAM CAS145 PAGE 2 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PIPE M 50.0000 13,000.00 248.640 12,432.0 024 REMOVE INLET EA 800.0000 10,400.00 1.000 800.00 18.000 14,400.0 025 REMOVE HEADWALL EA 500.0000 7,500.00 20.000 10,000.0 026 REMOVE DOWNDRAIN M 100.0000 3,300.00 26.700 2,670.0 027 REMOVE RETAINING WALL M3 60.0000 1,500.00 25.000 1,500.0 028 REMOVE CONCRETE PAVEMENT M2 4.0000 64,800.00 20,340.023 81,360.0 029 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 150.0000 4,500.00 30.000 4,500.0 030 RECONSTRUCT SIGN STRUCTURE EA 4,000.0000 8,000.00 1.000 4,000.0 031 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 0.000 0.0 (STRAP AND SADDLE BRACKET METHOD) 032 RELOCATE SIGN PANEL EA 900.0000 2,700.00 0.000 0.0 033 ADJUST INLET EA 1,200.0000 6,000.00 1.000 1,200.00 2.000 2,400.0 034 ADJUST MANHOLE TO GRADE EA 1,200.0000 2,400.00 2.000 2,400.0 035 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 3,360.00 1,151.000 9,208.0 (45 MM MAXIMUM) 036 REMOVE CONCRETE M3 37.0000 22,570.00 858.013 31,746.4 037 REMOVE CONCRETE (CHANNEL) M3 60.0000 30,600.00 553.410 33,204.6 038 REMOVE CONCRETE (CHANNEL BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000.0 039 REMOVE CONCRETE BARRIER M 35.0000 56,000.00 657.050 22,996.7 040 CAP INLET EA 1,000.0000 31,000.00 3.000 3,000.00 24.000 24,000.0 041 CAP MANHOLE EA 1,500.0000 1,500.00 2.000 3,000.0 042 REMOVE CRASH CUSHION (SAND FILLED) EA 75.0000 4,200.00 0.000 0.0 043 BRIDGE REMOVAL LS 30,000.0000 30,000.00 0.240 7,200.0 044 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.0 045 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 1.000 5,000.0 046 CLEARING AND GRUBBING LS 260,000.0000 260,000.00 0.950 247,000.0 047 ROADWAY EXCAVATION M3 14.0000 827,400.00 5,574.280 78,039.92 113,906.310 1,594,688.3 048 STRUCTURE EXCAVATION (BRIDGE) M3 15.0000 237,075.00 451.040 6,765.60 11,831.110 177,466.6 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 328,560.00 20,524.900 307,873.5 (F) PROGRAM CAS145 PAGE 3 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 8,750.00 0.000 0.0 (F) 051 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 664,000.00 209.290 16,743.20 6,263.560 501,084.8 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 744,485.00 20,223.660 707,828.1 (F) 053 STRUCTURE BACKFILL (TIEBACK WALL) M3 50.0000 450.00 0.000 0.0 (F) 054 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 61,150.00 1,149.000 57,450.0 (F) WALL) 055 SAND BACKFILL M3 125.0000 1,500.00 7.950 993.7 056 EARTH RETAINING STRUCTURE M2 240.0000 2,122,800.00 6,490.000 1,557,600.0 (F) 057 IMPORTED BORROW M3 5.0000 371,000.00 18,000.000 90,000.0 058 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.120 24,000.0 (S) 059 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.0 (S) 060 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.090 18,000.0 (S) 061 250 MM CORRUGATED HIGH DENSITY M 100.0000 9,900.00 89.000 8,900.0 (S) POLYETHYLENE PIPE CONDUIT 062 EXTEND 250 MM CONDUIT M 125.0000 26,250.00 189.000 23,625.0 (S) 063 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0.0 064 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1,255,500.00 3,824.930 103,273.11 43,941.600 1,186,423.2 065 CLASS 2 AGGREGATE BASE M3 23.0000 584,200.00 675.710 15,541.33 20,005.840 460,134.3 066 ASPHALT TREATED PERMEABLE BASE M3 91.0000 877,240.00 578.490 52,642.59 4,508.390 410,263.4 067 ASPHALT CONCRETE (TYPE B) TONN 45.0000 1,822,500.00 -7,591.530 -341,618.85 34,070.800 1,533,186.0 068 ASPHALT CONCRETE (BRIDGE) M2 15.0000 18,825.00 502.000 7,530.0 069 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 7,700.00 0.000 0.0 AREA) 070 100 MM PLACE ASPHALT CONCRETE M2 12.0000 25,200.00 1,909.370 22,912.4 (MISCELLANEOUS AREAS) 071 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 4,600.00 432.700 2,163.5 072 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 3,200.00 204.300 1,021.5 073 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 22,050.00 2,510.000 12,550.0 074 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 1,600.00 257.400 1,287.0 075 CONCRETE PAVEMENT M3 135.0000 1,539,000.00 707.410 95,500.35 2,541.990 343,168.6 076 GRIND EXISTING CONCRETE PAVEMENT M2 12.5000 26,375.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 4 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH STEEL PILING (HP 360 X 174) M 120.0000 1,499,640.00 10,539.600 1,264,752.0 078 DRIVE STEEL PILE (HP 360 X 174) EA 800.0000 598,400.00 618.000 494,400.0 (S) 079 FURNISH PILING (CLASS 900C) M 40.0000 549,560.00 1,895.500 75,820.00 9,138.230 365,529.2 080 DRIVE PILE (CLASS 900C) EA 850.0000 810,900.00 112.000 95,200.00 666.000 566,100.0 (S) 081 FURNISH PILING (CLASS 900C MODIFIED) M 40.0000 29,560.00 484.950 19,398.0 082 FURNISH PILING (CLASS 900C MODIFIED) EA 1,200.0000 84,000.00 46.000 55,200.0 (S) 083 FURNISH PILING (CLASS 625) M 40.0000 8,640.00 216.000 8,640.0 084 DRIVE PILE (CLASS 625) EA 1,000.0000 18,000.00 18.000 18,000.0 (S) 085 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 27,720.00 293.000 11,720.0 086 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 61,000.00 29.000 29,000.0 (S) 087 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.033 23,100.00 0.355 248,500.0 (S) 088 TIEBACK ANCHOR EA 1,450.0000 98,600.00 0.000 0.0 (S) 089 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 1,735,250.00 207.000 56,925.00 4,399.242 1,209,791.5 (F) 090 STRUCTURAL CONCRETE, BRIDGE M3 402.0000 10,202,760.00 1,071.440 430,718.88 10,271.813 4,129,268.8 (F) 091 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,304,250.00 6,787.590 2,205,966.7 (F) 092 STRUCTURAL CONCRETE, TIEBACK WALL M3 1,000.0000 94,000.00 0.000 0.0 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 199,500.00 385.500 115,650.0 (F) (TYPE N) 094 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 3,319,200.00 4,174.000 3,339,200.0 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 283,000.00 2.260 2,260.00 197.400 197,400.0 (F) 096 MINOR CONCRETE (BACKFILL) M3 175.0000 11,725.00 5.000 875.00 46.780 8,186.5 097 FRACTURED RIB TEXTURE (25 MM) M2 15.0000 86,325.00 4,742.790 71,141.8 (F) 098 DRILL AND BOND DOWEL M 50.0000 3,450.00 56.160 2,808.0 099 PTFE BEARING EA 2,500.0000 50,000.00 0.000 0.0 (S) 100 JOINT SEAL (MR 30 MM) M 115.0000 6,555.00 15.910 1,829.6 (S) 101 JOINT SEAL (MR 15 MM) M 90.0000 3,060.00 29.800 2,682.0 (S) 102 JOINT SEAL ASSEMBLY (MR 90 MM) M 360.0000 11,160.00 31.000 11,160.0 (S) 103 JOINT SEAL ASSEMBLY (MR 100 MM) M 360.0000 12,240.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 5 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,370.0000 46,580.00 0.000 0.0 (S) 105 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 81,600.00 0.000 0.0 (S) 106 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 27,200.00 0.000 0.0 (S) 107 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 4,310,000.00 31,171.000 31,171.00 2,656,429.000 2,656,429.0 (SF) 108 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 470,057.90 405,115.000 465,882.2 (SF) 109 BAR REINFORCING STEEL (TIEBACK WALL) KG 1.0000 20,200.00 0.000 0.0 (SF) 110 BAR REINFORCING STEEL (BOX CULVERT) KG 0.8500 498,865.00 590,881.000 502,248.8 (SF) 111 SHOTCRETE M3 395.0000 29,230.00 0.000 0.0 (F) 112 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 8,160.00 0.000 0.0 (F) 113 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 1,360.00 0.000 0.0 (SF) 114 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 444,945.00 35,927.000 179,635.0 (F) 115 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 66,543.75 31,793.000 23,844.7 (SF) 116 760 MM CAST-IN-DRILLED-HOLE M 800.0000 7,200.00 5.000 4,000.0 (S) CONCRETE PILE (SIGN FOUNDATION) 117 920 MM CAST-IN-DRILLED-HOLE M 900.0000 79,200.00 48.000 43,200.0 (S) CONCRETE PILE (SIGN FOUNDATION) 118 METAL (BARRIER MOUNTED SIGN) KG 18.0000 9,900.00 0.000 0.0 119 METAL (WALL MOUNTED SIGN) EA 1,500.0000 3,000.00 0.000 0.0 120 ROADSIDE SIGN - ONE POST EA 450.0000 29,700.00 44.000 19,800.0 121 ROADSIDE SIGN - TWO POST EA 1,200.0000 28,800.00 4.000 4,800.0 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 6,900.00 6.000 1,800.0 METHOD) 123 INSTALL SIGN OVERLAY M2 250.0000 1,500.00 0.000 0.0 124 INSTALL SIGN PANEL ON EXISTING FRAME M2 250.0000 6,250.00 0.000 0.0 125 450 MM ALTERNATIVE PIPE CULVERT M 125.0000 52,500.00 5.500 687.50 227.210 28,401.2 126 450 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 26,250.00 98.700 12,337.5 127 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 125.0000 1,875.00 15.100 1,887.5 128 600 MM ALTERNATIVE PIPE CULVERT M 125.0000 112,500.00 959.390 119,923.7 129 600 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 125.0000 116,250.00 254.630 31,828.7 130 750 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 250.0000 4,500.00 0.000 0.0 PROGRAM CAS145 PAGE 6 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 900 MM ALTERNATIVE PIPE CULVERT (TYPE S) M 350.0000 24,500.00 46.710 16,348.5 132 1275 MM REINFORCED CONCRETE PIPE M 550.0000 17,050.00 30.640 16,852.0 133 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 30,000.00 58.800 17,640.0 (4.27 MM THICK) 134 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 163,200.00 1,317.000 21,072.00 7,423.000 118,768.0 135 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 65.0000 45,500.00 121.860 7,920.90 768.650 49,962.2 136 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 1,500.00 0.000 0.0 (4.27 MM THICK) 137 300 MM ENTRANCE TAPER EA 250.0000 250.00 0.000 0.0 138 450 MM BITUMINOUS COATED M 350.0000 14,700.00 0.000 0.0 CSP RISER (4.27 MM THICK) 139 600 MM BITUMINOUS COATED M 375.0000 4,500.00 0.000 0.0 CSP RISER (4.27 MM THICK) 140 150 MM WELDED STEEL PIPE CASING (BRIDGE) M 225.0000 19,125.00 85.000 19,125.0 141 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 700.00 2.000 700.0 142 SEWER MANHOLE EA 7,500.0000 7,500.00 0.000 0.0 (S) 143 SEWER ENCASEMENT M 500.0000 16,500.00 33.000 16,500.0 (S) 144 ROCK SLOPE PROTECTION M3 55.0000 825.00 5.800 319.00 5.800 319.0 (FACING, METHOD B) 145 ROCK SLOPE PROTECTION M3 55.0000 220.00 2.000 110.00 2.000 110.0 (BACKING NO. 3, METHOD B) 146 SLOPE PAVING (CONCRETE) M3 275.0000 14,300.00 0.000 0.0 (F) 147 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 99,000.00 0.000 0.0 148 MINOR CONCRETE (GUTTER LINING) M3 300.0000 10,200.00 15.000 4,500.0 149 ROCK SLOPE PROTECTION FABRIC M2 2.0000 116.00 29.000 58.00 29.000 58.0 150 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 93,000.00 102.260 30,678.0 CONSTRUCTION) 151 MINOR CONCRETE (GUTTER) M 45.0000 24,165.00 446.800 20,106.0 (F) 152 MINOR CONCRETE (STAMPED CONCRETE) M2 40.0000 4,000.00 0.000 0.0 153 MISCELLANEOUS IRON AND STEEL KG 1.5000 59,007.00 17,464.000 26,196.0 (SF) 154 MISCELLANEOUS METAL KG 6.0000 21,780.00 0.000 0.0 (SF)(RESTRAINER - CABLE TYPE) 155 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 149,820.00 9,489.000 56,934.0 (SF) 156 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 31,440.00 271.000 6,504.0 (S) 157 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 650.0000 1,950.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 7 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.0 (S) 159 DELINEATOR (CLASS 1) EA 55.0000 12,650.00 0.000 0.0 160 INSTALL MEDIAN KILOMETER PANEL EA 75.0000 1,950.00 0.000 0.0 161 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 64,260.00 1,343.000 72,522.0 (S) 162 CHAIN LINK RAILING M 90.0000 17,100.00 0.000 0.0 (S) 163 CONCRETE BARRIER (TYPE 736B MODIFIED) M 225.0000 27,000.00 243.290 54,740.2 164 CONCRETE BARRIER (TYPE 50 MODIFIED) M 1,250.0000 15,000.00 0.000 0.0 165 CONCRETE BARRIER (TYPE 50A MODIFIED) M 265.0000 4,240.00 0.000 0.0 166 CONCRETE BARRIER (TYPE 50E) M 475.0000 20,900.00 0.000 0.0 167 CABLE RAILING M 15.0000 12,720.00 848.000 12,720.0 (SF) 168 CABLE ANCHOR ASSEMBLY (DOUBLE) EA 660.0000 1,320.00 0.000 0.0 (S) 169 CABLE ANCHOR ASSEMBLY EA 350.0000 3,500.00 2.000 700.0 (S) (BREAKAWAY, TYPE B) 170 TERMINAL SECTION (TYPE B) EA 65.0000 1,495.00 17.000 1,105.0 (S) 171 END SECTION EA 100.0000 400.00 1.000 100.0 (S) 172 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 57,600.00 18.000 32,400.0 (S) 173 CRASH CUSHION (TYPE CAT) EA 5,000.0000 30,000.00 0.000 0.0 (S) 174 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 6,000.00 0.000 0.0 (S) 175 CONCRETE BARRIER (TYPE 60) M 90.0000 307,800.00 26.000 2,340.0 176 CONCRETE BARRIER (TYPE 60 MODIFIED) M 140.0000 3,500.00 0.000 0.0 177 CONCRETE BARRIER (TYPE 60C) M 525.0000 59,850.00 111.000 58,275.0 (F) 178 CONCRETE BARRIER (TYPE 60D MODIFIED) M 225.0000 310,500.00 332.500 74,812.5 179 CONCRETE BARRIER (TYPE 60E) M 630.0000 136,080.00 63.000 39,690.0 (F) 180 CONCRETE BARRIER (TYPE 60W) M 515.0000 159,650.00 0.000 0.0 181 CONCRETE BARRIER (TYPE 732) M 75.0000 14,100.00 177.000 13,275.0 (F) 182 CONCRETE BARRIER (TYPE 732A) M 85.0000 165,495.00 1,982.070 168,475.9 (F) 183 CONCRETE BARRIER (TYPE 732 MODIFIED) M 85.0000 423,555.00 1,240.660 105,456.1 (F) 184 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 8,800.00 36.200 796.40 36.200 796.4 (S) PROGRAM CAS145 PAGE 8 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 44,960.00 2,251.000 1,800.80 3,851.700 3,081.3 (S) 186 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 12,474.00 698.000 1,535.60 1,116.000 2,455.2 (S) 187 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,160.00 371.000 742.00 996.250 1,992.5 (S) (BROKEN 3.66 M - 0.92 M) 188 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 708.00 218.000 130.80 218.000 130.8 (S) (BROKEN 5.18 M - 2.14 M) 189 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,420.00 0.000 0.0 (S) (BROKEN 11.0 M - 3.5 M) 190 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 14,820.00 5,635.000 1,690.50 71,950.650 21,585.2 (S) 191 PAINT PAVEMENT MARKING (2-COAT) M2 12.0000 1,680.00 7.800 93.60 89.480 1,073.7 (S) 192 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 14,900.00 196.000 196.00 6,888.000 6,888.0 (S) 193 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 41,100.00 460.000 1,380.00 5,523.000 16,569.0 (S) 194 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.200 4,000.00 0.410 8,200.0 (S) 195 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.250 6,250.0 (S) 196 LIGHTING AND SIGN ILLUMINATION LS 475,000.0000 475,000.00 0.020 9,500.00 0.520 247,000.0 (S) 197 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,000.0000 5,000.00 0.000 0.0 (S) 198 TRAFFIC MONITORING STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.050 300.0 (S) 199 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.700 14,000.0 (S) 200 TRAFFIC MONITORING STATION (LOCATION 3) LS 8,000.0000 8,000.00 0.400 3,200.0 (S) 201 TRAFFIC MONITORING STATION (LOCATION 4) LS 20,000.0000 20,000.00 0.500 10,000.0 (S) 202 RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 0.420 5,880.0 (S) 203 RAMP METERING SYSTEM (LOCATION 2) LS 20,000.0000 20,000.00 0.120 2,400.0 (S) 204 RAMP METERING SYSTEM (LOCATION 3) LS 9,000.0000 9,000.00 0.060 540.00 0.950 8,550.0 (S) 205 RAMP METERING SYSTEM (LOCATION 4) LS 30,000.0000 30,000.00 0.590 17,700.0 (S) 206 RAMP METERING SYSTEM (LOCATION 5) LS 8,000.0000 8,000.00 0.950 7,600.0 (S) 207 RAMP METERING SYSTEM (LOCATION 6) LS 14,000.0000 14,000.00 0.500 7,000.0 (S) 208 RAMP METERING SYSTEM (LOCATION 7) LS 13,000.0000 13,000.00 0.820 10,660.0 (S) 209 RAMP METERING SYSTEM (LOCATION 8) LS 11,000.0000 11,000.00 0.850 9,350.0 (S) 210 RAMP METERING SYSTEM (LOCATION 9) LS 7,000.0000 7,000.00 0.620 4,340.0 (S) 211 COMMUNICATION SYSTEM LS 225,000.0000 225,000.00 0.050 11,250.00 0.590 132,750.0 (S) PROGRAM CAS145 PAGE 9 DATE 06/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0695U4 TIME 09:05 AM ESTIMATE NO. 32 BID OPENING 10/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: WILLIAM J. GILCHRIST DATE OF THIS ESTIMATE 06/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 847,241.23 30,844,419.63 ADJUSTMENT OF COMPENSATION 3,959.35 300,265.84 EXTRA WORK 22,420.38 3,260,482.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 873,620.96 34,405,167.99 212 MOBILIZATION LS 5259,991.0000 5,259,991.00 1.000 5,259,991.0 ORIGINAL CONTRACT AMOUNT 52,666,667.65 TOTAL WORK COMPLETED 873,620.96 39,665,158.99 MATERIALS ON HAND ON SITE 1,282,953.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -70,000.00 TOTAL 873,620.96 40,878,112.91 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 01/11/01 1500 02/05/01 00/00/00 07/11/05 565 35 92 10 70% 35% PROGRESS IS SATISFACTORY WILLIAM J. GILCHRIST RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/03