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 10/22/02 EST. NO.02 TIME 02:11 PM R.E. NAME: REISZ, KEVIN 06-342424 --------------------------------------------------------------------------- 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 0001 163.07 E.W. @ F.A.(+) 092702 N 9.0 0 0002 55.09 100402 N 24.0 0 0003 163.07 100302 N 21.0 0 0004 163.07 100202 N 16.0 0 0005 163.07 100102 N 14.0 0 0006 163.07 093002 N 11.0 0 0007 163.07 092602 N 8.0 0 0008 163.07 092502 N 4.0 0 0009 71.46 092502 N 18.0 0 0010 46.33 092402 N 6.0 0 0011 71.51 092402 N 1.0 0 004 0001 295.38 E.W. @ F.A.(+) 091102 N 3.0 0 005 0001 526.89 E.W. @ F.A.(+) 100102 N 20.0 0 007 0001 61.76 E.W. @ F.A.(+) 100202 N 19.0 0 008 0003 125,000.00 A.C. @ L.S.(+) 102002 N 0003 0 127,269.91 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 127,269.91 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 10/22/02 EST. NO.02 TIME 02:11 PM R.E. NAME: REISZ, KEVIN 06-342424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 LOCATION PROGRESS ESTIMATE 06-FRE-180-R60.3/R64.0 ----------------- E L YEAGER CONSTRUCTION IN FRESNO COUNTY IN AND NEAR FRESNO COMPANY INC FROM ROUTE 168 TO FOWLER AVENUE P O BOX 87 RIVERSIDE CA 925020087 FED. AID NO. ACNH-P180(44)E CONSTRUCT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 18,000.0000 18,000.00 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 1,500.0000 810,000.00 28.000 42,000.00 28.000 42,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 78,150.00 0.000 0.00 (S) 004 6.1 M TEMPORARY CHAIN LINK GATE EA 700.0000 25,200.00 0.000 0.00 (S) (TYPE CL - 1.8) 005 TEMPORARY VISUAL BARRIER M 8.8000 30,712.00 0.000 0.00 (S) 006 450 MM TEMPORARY CULVERT M 300.0000 57,000.00 185.500 55,650.00 185.500 55,650.00 007 450 MM TEMPORARY STEEL FLARED END EA 700.0000 2,800.00 3.000 2,100.00 3.000 2,100.00 SECTION 008 TEMPORARY DRAINAGE INLET EA 1,500.0000 10,500.00 6.000 9,000.00 6.000 9,000.00 009 TEMPORARY ROCK SLOPE PROTECTION M3 100.0000 4,200.00 0.000 0.00 (BACKING NO. 2, METHOD B) 010 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.000 0.00 PREVENTION PLAN 011 WATER POLLUTION CONTROL LS 140,000.0000 140,000.00 0.000 0.00 012 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.380 7,600.00 (S) 013 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.050 6,000.00 0.050 6,000.00 (S) 014 TYPE III BARRICADE EA 55.0000 8,250.00 18.000 990.00 40.000 2,200.00 (S) 015 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 49,740.00 0.000 0.00 (S) 016 TEMPORARY PAVEMENT MARKING (TAPE) M2 200.0000 780.00 0.000 0.00 (S) 017 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 14,500.00 15.000 375.00 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 3,920.00 0.000 0.00 (S) (LEFT IN PLACE) 019 TEMPORARY PAVEMENT MARKER EA 5.0000 2,250.00 0.000 0.00 (S) 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.000 0.00 (S) 021 TEMPORARY RAILING (TYPE K) M 50.0000 107,000.00 196.000 9,800.00 022 TEMPORARY CRASH CUSHION MODULE EA 175.0000 31,500.00 22.000 3,850.00 22.000 3,850.00 PROGRAM CAS145 PAGE 2 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON WATER WELL EA 1,000.0000 5,000.00 0.000 0.00 024 REMOVE CHAIN LINK FENCE M 9.5000 13,965.00 319.000 3,030.50 369.000 3,505.50 025 REMOVE GATE EA 350.0000 350.00 1.000 350.00 026 REMOVE BARRICADE EA 200.0000 200.00 1.000 200.00 2.000 400.00 027 REMOVE METAL BEAM GUARD RAILING M 30.0000 7,800.00 0.000 0.00 028 REMOVE TRAFFIC STRIPE M 1.5000 4,740.00 0.000 0.00 029 REMOVE TRAFFIC STRIPE (YELLOW) M 1.7500 10,815.00 0.000 0.00 030 REMOVE PAVEMENT MARKING M2 20.0000 640.00 0.000 0.00 031 REMOVE PAVEMENT MARKER EA 1.0000 220.00 0.000 0.00 032 REMOVE CHANNELIZERS EA 10.0000 340.00 0.000 0.00 033 REMOVE ROADSIDE SIGN EA 100.0000 900.00 0.000 0.00 034 REMOVE CULVERT M 75.0000 2,025.00 0.000 0.00 035 REMOVE INLET EA 500.0000 1,000.00 0.000 0.00 036 SALVAGE CHAIN LINK GATE EA 200.0000 400.00 0.000 0.00 037 SALVAGE CHAIN LINK FENCE M 10.0000 7,200.00 0.000 0.00 038 SALVAGE CONCRETE BARRIER (TYPE K) M 30.0000 750.00 0.000 0.00 039 RESET MAILBOX EA 125.0000 3,750.00 0.000 0.00 040 ADJUST FRAME AND COVER TO GRADE EA 400.0000 21,600.00 0.000 0.00 041 MODIFY SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0.00 (S) 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 29,400.00 0.000 0.00 (S) 043 REMOVE CONCRETE M3 65.0000 20,800.00 0.000 0.00 044 CLEARING AND GRUBBING LS 54,000.0000 54,000.00 0.250 13,500.00 0.950 51,300.00 045 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.500 22,500.00 0.500 22,500.00 046 ROADWAY EXCAVATION M3 2.0000 3,860,000.00 176,416.000 352,832.00 176,416.000 352,832.00 047 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.000 0.00 048 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 178,350.00 643.408 16,085.20 943.408 23,585.20 (F) 049 STRUCTURE EXCAVATION (PUMPING PLANT) M3 15.0000 72,975.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 3 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 151,500.00 0.000 0.00 (F) 051 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 102,720.00 1,200.000 9,600.00 1,200.000 9,600.00 (F) 052 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 301,535.00 0.000 0.00 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 373,520.00 0.000 0.00 (F) 054 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 39,545.00 0.000 0.00 (F) WALL) 055 STRAW (EROSION CONTROL) TONN 420.0000 32,760.00 0.000 0.00 (S) 056 EROSION CONTROL (DRILL SEED) HA 4,300.0000 51,600.00 0.000 0.00 (S) 057 FIBER (EROSION CONTROL) KG 0.9000 9,180.00 0.000 0.00 (S) 058 COMPOST (EROSION CONTROL) KG 0.5000 24,600.00 0.000 0.00 (S) 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 7,500.00 0.000 0.00 (S) 060 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 23,100.00 0.000 0.00 (S) 061 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.6000 4,080.00 0.000 0.00 (S) 062 STABILIZING EMULSION (EROSION CONTROL) KG 2.7500 6,545.00 0.000 0.00 (S) 063 305 MM DUCTILE IRON PIPE (BRIDGE) M 385.0000 141,680.00 0.000 0.00 064 610 MM DUCTILE IRON PIPE (BRIDGE) M 1,100.0000 198,000.00 0.000 0.00 065 300 MM BITUMINOUS COATED CORRUGATED M 100.0000 132,000.00 0.000 0.00 STEEL PIPE CONDUIT (1.63 MM THICK) 066 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 067 CLASS 2 AGGREGATE BASE M3 27.0000 1,887,300.00 1,265.000 34,155.00 1,265.000 34,155.00 068 LEAN CONCRETE BASE M3 79.0000 1,050,700.00 0.000 0.00 069 ASPHALT CONCRETE TONN 34.8500 2,258,280.00 0.000 0.00 070 PLACE ASPHALT CONCRETE DIKE M 2.0000 25,400.00 0.000 0.00 071 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 148,400.00 0.000 0.00 AREA) 072 CONCRETE PAVEMENT M3 100.0000 2,220,000.00 0.000 0.00 073 SEAL PAVEMENT JOINT M 4.0000 166,400.00 0.000 0.00 074 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 413,625.00 0.000 0.00 (S) PILING 075 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 89,000.00 0.000 0.00 (S) PILING 076 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 122,400.00 0.000 0.00 (S) PILING PROGRAM CAS145 PAGE 4 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 569,600.00 0.000 0.00 (S) PILING 078 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 0.000 0.00 (S) 079 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 526,800.00 0.000 0.00 (F) 080 STRUCTURAL CONCRETE, BRIDGE M3 543.0000 9,501,414.00 0.000 0.00 (F) 081 STRUCTURE CONCRETE (PUMPING PLANT) M3 650.0000 424,450.00 0.000 0.00 (F) 082 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 410,150.00 0.000 0.00 (F) (TYPE N) 083 CLASS 2 CONCRETE (RETAINING WALL) M3 300.0000 1,056,000.00 0.000 0.00 (F) 084 MINOR CONCRETE (MINOR STRUCTURE) M3 1,370.0000 665,820.00 0.000 0.00 (F) 085 ARCHITECTURAL TREATMENT M2 75.0000 144,075.00 0.000 0.00 (F) 086 SOUND WALL (MASONRY BLOCK) M2 120.0000 692,040.00 0.000 0.00 (SF) 087 SOUND WALL (MASONRY BLOCK) (MOD) M2 150.0000 17,700.00 0.000 0.00 (SF) 088 PTFE BEARING EA 3,800.0000 53,200.00 0.000 0.00 (S) 089 PTFE SPHERICAL BEARING EA 4,200.0000 25,200.00 0.000 0.00 (S) 090 MASONRY BLOCK FENCE M2 110.0000 27,500.00 0.000 0.00 (S) 091 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 40,500.00 0.000 0.00 (S) 092 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,800.0000 91,800.00 0.000 0.00 (S) 093 JOINT SEAL (MR 40 MM) M 80.0000 8,400.00 0.000 0.00 (S) 094 JOINT SEAL (MR 50 MM) M 100.0000 30,000.00 0.000 0.00 (S) 095 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 2,950,970.00 0.000 0.00 (SF) 096 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 234,096.00 0.000 0.00 (SF) 097 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.1000 145,750.00 0.000 0.00 (SF) 098 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 17,595.00 0.000 0.00 (F) WITH WALKWAY) 099 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 17,595.00 0.000 0.00 (SF)WITH WALKWAY) 100 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.5000 367,753.50 0.000 0.00 (F) 101 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 40,861.50 0.000 0.00 (SF) 102 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 42,010.00 0.000 0.00 (F) 103 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 16,804.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 5 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 760 MM CAST-IN-DRILLED-HOLE M 900.0000 24,300.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 105 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 70,400.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 106 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 80,400.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 107 ROADSIDE SIGN - ONE POST EA 175.0000 22,750.00 0.000 0.00 108 ROADSIDE SIGN - TWO POST EA 425.0000 7,650.00 0.000 0.00 109 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 3,600.00 0.000 0.00 METHOD) 110 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 2,520.00 0.000 0.00 111 INSTALL ROADSIDE SIGN EA 2,200.0000 4,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 112 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 938,000.00 0.000 0.00 113 750 MM ALTERNATIVE PIPE CULVERT M 230.0000 144,900.00 6.100 1,403.00 6.100 1,403.00 114 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 146,000.00 0.000 0.00 115 1050 MM CAST-IN-PLACE CONCRETE PIPE M 170.0000 66,300.00 0.000 0.00 116 1200 MM CAST-IN-PLACE CONCRETE PIPE M 220.0000 26,400.00 0.000 0.00 117 2100 MM CAST-IN-PLACE CONCRETE PIPE M 500.0000 470,000.00 0.000 0.00 118 450 MM REINFORCED CONCRETE PIPE M 130.0000 27,300.00 0.000 0.00 119 600 MM REINFORCED CONCRETE PIPE M 220.0000 303,600.00 11.000 2,420.00 11.000 2,420.00 120 750 MM REINFORCED CONCRETE PIPE M 730.0000 13,870.00 0.000 0.00 121 1200 MM REINFORCED CONCRETE PIPE M 475.0000 46,550.00 0.000 0.00 122 2100 MM REINFORCED CONCRETE PIPE M 1,100.0000 84,700.00 0.000 0.00 123 450 MM REINFORCED CONCRETE PIPE M 250.0000 11,250.00 0.000 0.00 (RUBBER GASKET JOINT) 124 600 MM REINFORCED CONCRETE PIPE M 300.0000 69,000.00 0.000 0.00 (RUBBER GASKET JOINT) 125 900 MM REINFORCED CONCRETE PIPE M 300.0000 225,000.00 2.400 720.00 2.400 720.00 (RUBBER GASKET JOINT) 126 1050 MM REINFORCED CONCRETE PIPE M 750.0000 150,000.00 16.200 12,150.00 16.200 12,150.00 (RUBBER GASKET JOINT) 127 1200 MM REINFORCED CONCRETE PIPE M 500.0000 85,000.00 0.000 0.00 (RUBBER GASKET JOINT) 128 1350 MM REINFORCED CONCRETE PIPE M 1,200.0000 66,000.00 0.000 0.00 (RUBBER GASKET JOINT) 129 1050 MM REINFORCED CONCRETE PRESSURE M 1,200.0000 252,000.00 4.800 5,760.00 4.800 5,760.00 PIPE (RUBBER GASKET JOINT) 130 JACKED 600 MM REINFORCED CONCRETE PIPE M 800.0000 120,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 600 MM CORRUGATED STEEL PIPE M 250.0000 47,500.00 0.000 0.00 (2.77 MM THICK) 132 100 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 218,250.00 0.000 0.00 133 100 MM PLASTIC PIPE M 84.0000 71,400.00 0.000 0.00 (EDGE DRAIN OUTLET) 134 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 450.0000 39,150.00 0.000 0.00 135 600 MM STEEL FLARED END SECTION EA 350.0000 5,600.00 0.000 0.00 136 DRAINAGE INLET (TYPE D) EA 1,500.0000 16,500.00 0.000 0.00 137 DRAINAGE INLET (TYPE DD) EA 4,400.0000 61,600.00 0.000 0.00 138 OUTFALL STRUCTURE EA 13,000.0000 78,000.00 0.000 0.00 139 PUMP STATION RISER (FRESNO EA 18,500.0000 74,000.00 0.000 0.00 METROPOLITAN FLOOD CONTROL DISTRICT) 140 DRY WELL EA 8,000.0000 8,000.00 0.000 0.00 141 200 MM PLASTIC PIPE (PR 200) M 180.0000 16,740.00 0.000 0.00 (S) (SEWER LINE) 142 MANHOLE (TYPE A) EA 3,750.0000 101,250.00 4.000 15,000.00 4.000 15,000.00 (S) 143 MANHOLE (TYPE B) EA 5,500.0000 11,000.00 0.000 0.00 (S) 144 MANHOLE (TYPE C) EA 3,100.0000 9,300.00 0.000 0.00 (S) 145 PRESSURE MANHOLE EA 8,500.0000 17,000.00 0.000 0.00 (S) 146 MINOR CONCRETE (BACKFILL) M3 120.0000 39,600.00 0.000 0.00 147 ROCK SLOPE PROTECTION M3 130.0000 16,900.00 0.000 0.00 (BACKING NO. 2, METHOD B) 148 SLOPE PAVING (CONCRETE) M3 500.0000 260,500.00 0.000 0.00 (F) 149 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,140.00 0.000 0.00 150 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 696,000.00 0.000 0.00 CONSTRUCTION) 151 DRAINAGE PUMPING EQUIPMENT (LOCATION A) LS 120,000.0000 120,000.00 0.000 0.00 (S) 152 DRAINAGE PUMPING EQUIPMENT (LOCATION B) LS 120,000.0000 120,000.00 0.000 0.00 (S) 153 PUMPING PLANT ELECTRICAL EQUIPMENT LS 115,000.0000 115,000.00 0.000 0.00 (S) (LOCATION A) 154 PUMPING PLANT ELECTRICAL EQUIPMENT LS 170,000.0000 170,000.00 0.000 0.00 (S) (LOCATION B) 155 MISCELLANEOUS IRON AND STEEL KG 5.0000 840.00 0.000 0.00 (SF) 156 MANHOLE FRAME AND COVER EA 300.0000 9,600.00 0.000 0.00 (S) 157 MANHOLE FRAME AND COVER (PRESSURE) EA 450.0000 900.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 INLET FRAME AND GRATE EA 300.0000 78,000.00 0.000 0.00 (S) 159 INLET FRAME AND GRATE (TYPE 600 - 12 X) EA 300.0000 1,800.00 6.000 1,800.00 6.000 1,800.00 (S) 160 MISCELLANEOUS METAL KG 9.0000 51,750.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 161 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 115,380.00 0.000 0.00 (SF) 162 PUMPING PLANT METAL WORK (LOCATION A) KG 13.0000 84,500.00 0.000 0.00 (SF) 163 PUMPING PLANT METAL WORK (LOCATION B) KG 13.0000 85,800.00 0.000 0.00 (SF) 164 CHAIN LINK FENCE (TYPE CL-1.8) M 22.5000 192,150.00 0.000 0.00 (S) 165 CHAIN LINK FENCE (TYPE CL-2.4) M 39.0000 9,360.00 0.000 0.00 (S) 166 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 450.0000 3,150.00 0.000 0.00 (S) 167 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 1,400.00 0.000 0.00 (S) 168 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 750.0000 3,750.00 0.000 0.00 (S) 169 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 15,300.00 0.000 0.00 (S) 170 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 1,100.00 0.000 0.00 (S) 171 SURVEY MONUMENT EA 400.0000 30,400.00 0.000 0.00 172 DELINEATOR (CLASS 1) EA 25.0000 7,000.00 0.000 0.00 (S) 173 OBJECT MARKER (TYPE L) EA 30.0000 240.00 0.000 0.00 (S) 174 OBJECT MARKER (TYPE P) EA 65.0000 260.00 0.000 0.00 (S) 175 OBJECT MARKER (TYPE K-1) EA 30.0000 690.00 0.000 0.00 (S) 176 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 158,080.00 0.000 0.00 (S) 177 CHAIN LINK RAILING (TYPE 7) M 100.0000 51,700.00 0.000 0.00 (SF) 178 CHAIN LINK RAILING (TYPE 7L) M 200.0000 139,600.00 0.000 0.00 (SF) 179 CONCRETE BARRIER (TYPE 26) M 350.0000 181,650.00 0.000 0.00 (F) 180 CABLE RAILING M 25.0000 19,500.00 0.000 0.00 (S) 181 END SECTION EA 75.0000 750.00 0.000 0.00 (S) 182 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 21,000.00 0.000 0.00 (S) 183 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 3,300.00 0.000 0.00 (S) 184 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 825.0000 11,550.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 RETURN SECTION EA 100.0000 1,400.00 0.000 0.00 (S) 186 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0.00 (S) 187 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 1,600.00 0.000 0.00 (S) 188 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 180,000.00 0.000 0.00 (S) 189 CONCRETE BARRIER (TYPE 732) M 150.0000 345,150.00 0.000 0.00 (F) 190 CONCRETE BARRIER (TYPE 732A) M 230.0000 48,300.00 0.000 0.00 191 CONCRETE BARRIER (TYPE 732 MOD) M 330.0000 31,680.00 0.000 0.00 (F) 192 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 13,600.00 0.000 0.00 (S) 193 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 37,350.00 0.000 0.00 (S) (SPRAYABLE) 194 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 12,351.00 0.000 0.00 (S) 195 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 (S) 196 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.000 0.00 (S) 197 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 0.000 0.00 (S) 198 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 0.000 0.00 (S) 199 SIGNAL AND LIGHTING (LOCATION 5) LS 90,000.0000 90,000.00 0.000 0.00 (S) 200 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 0.000 0.00 (S) (CITY STREET LOCATION 1) 201 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.000 0.00 (S) (CITY STREET LOCATION 2) 202 SIGNAL AND LIGHTING LS 92,000.0000 92,000.00 0.000 0.00 (S) (CITY STREET LOCATION 3) 203 LIGHTING (CITY STREET) LS 60,000.0000 60,000.00 0.000 0.00 (S) 204 LIGHTING (DETOUR) LS 35,000.0000 35,000.00 0.500 17,500.00 0.500 17,500.00 (S) 205 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.000 0.00 (S) 206 HIGHWAY ADVISORY RADIO SYSTEM LS 66,000.0000 66,000.00 0.000 0.00 (S) 207 CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 (S) 208 COMMUNICATION CONDUIT LS 400,000.0000 400,000.00 0.000 0.00 (S) 209 TRAFFIC MONITORING STATION (LOCATION 1) LS 21,000.0000 21,000.00 0.000 0.00 (S) 210 TRAFFIC MONITORING STATION (LOCATION 2) LS 21,000.0000 21,000.00 0.000 0.00 (S) 211 TRAFFIC MONITORING STATION (LOCATION 3) LS 21,000.0000 21,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.000 0.00 (S) (LOCATION 1) 213 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 0.000 0.00 (S) (LOCATION 2) 214 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 (S) (LOCATION 3) 215 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.000 0.00 (S) (LOCATION 4) 216 RAMP METERING SYSTEM (LOCATION 1) LS 52,000.0000 52,000.00 0.000 0.00 (S) 217 RAMP METERING SYSTEM (LOCATION 2) LS 43,000.0000 43,000.00 0.000 0.00 (S) 218 RAMP METERING SYSTEM (LOCATION 3) LS 63,000.0000 63,000.00 0.000 0.00 (S) 219 COMMUNICATION HUB BUILDING LS 96,000.0000 96,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 02:11 PM ESTIMATE NO. 02 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 628,245.70 693,555.70 ADJUSTMENT OF COMPENSATION 125,000.00 125,000.00 EXTRA WORK 2,269.91 2,269.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 755,515.61 820,825.61 220 MOBILIZATION LS 4900,000.0000 4,900,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 49,462,927.00 TOTAL WORK COMPLETED 755,515.61 820,825.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 755,515.61 820,825.61 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 08/05/02 540 08/20/02 08/20/02 11/10/04 41 0 0 13 2% 5% PROGRESS IS SATISFACTORY REISZ, KEVIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 10/22/02