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 12/26/02 EST. NO.05 TIME 01:35 PM R.E. NAME: MALACALZA, GEORGE 07-104954 --------------------------------------------------------------------------- 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 0073 206.73 E.W. @ F.A.(+) 110102 N 110102 0074 977.00 110602 N 855493 0075 1,649.83 110802 N 855495 0076 1,132.54 110902 N 855507 0077 981.98 112402 N 855559 0077-1 -981.98 112402 N 855559 DAO CORRECTING ENTRY 0077-2 981.98 111402 N 855559 DAO CORRECTING ENTRY 003 0001 862.87 E.W. @ F.A.(+) 102202 N 102202 0002 7,991.16 102302 N 855580 13,802.11 TOTAL THIS ESTIMATE 46,317.37 TOTAL PREVIOUS ESTIMATE 60,119.48 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 12/26/02 EST. NO.05 TIME 01:35 PM R.E. NAME: MALACALZA, GEORGE 07-104954 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -15,000.00 05 -15,000.00 -15,000.00 LABOR COMPLIANCE VIOLATION VAR PAYROLLS I -10,000.00 02 VAR PAYROLLS 10,000.00 03 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 050 -5,000.00 02 OVERBID ITEM NO. 050 -2,500.00 03 OVERBID ITEM NO. 053 -2,000.00 02 0.00 -9,500.00 TOTAL DEDUCTIONS -15,000.00 -24,500.00 PROGRAM CAS145 PAGE 1 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 LOCATION PROGRESS ESTIMATE 07-VEN-101-12.8/14.2 ----------------- SECURITY PAVING COMPANY INC. IN VENTURA COUNTY IN CAMARILLO AT P.O. BOX 1489 VARIOUS LOCATIONS SUN VALLEY, CA 91353-1488 FED. AID NO. ACNH-P101(996)E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.100 1,250.00 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 600,000.00 19.000 22,800.00 90.000 108,000.00 003 TEMPORARY FENCE M 23.0000 2,990.00 0.000 0.00 004 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.100 500.00 0.850 4,250.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 250,000.0000 250,000.00 0.040 10,000.00 0.090 22,500.00 006 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.040 6,600.00 0.160 26,400.00 (S) 008 TYPE III BARRICADE EA 80.0000 5,520.00 23.000 1,840.00 (S) 009 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 23,310.00 7,658.490 5,360.94 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 13,650.00 173.000 6,055.00 (S) 011 TEMPORARY RAILING (TYPE K) M 42.0000 292,740.00 1,431.000 60,102.00 (S) 012 TEMPORARY CRASH CUSHION MODULE EA 210.0000 94,500.00 182.000 38,220.00 (S) 013 ABANDON CULVERT M 35.0000 5,250.00 0.000 0.00 014 OBLITERATE SURFACING M2 2.5000 3,975.00 0.000 0.00 015 REMOVE CHAIN LINK FENCE M 8.0000 9,040.00 823.000 6,584.00 (S) 016 REMOVE METAL BEAM GUARD RAILING M 18.0000 3,960.00 182.000 3,276.00 (S) 017 REMOVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 018 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.1500 24,295.00 4,364.420 9,383.50 019 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.1500 5,805.00 225.550 484.93 (S) STRIPE 020 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 21.4000 791.80 0.000 0.00 (S) MARKING 021 REMOVE PAINTED TRAFFIC STRIPE M 1.7500 21,000.00 2,567.430 4,493.00 (S) 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 1,225.00 402.930 705.13 (S) PROGRAM CAS145 PAGE 2 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 18.2000 5,460.00 117.700 2,142.14 (S) 024 TEST YELLOW TRAFFIC STRIPES AND YELLOW LS 3,200.0000 3,200.00 0.500 1,600.00 (S) PAVEMENT MARKINGS 025 REMOVE PAVEMENT MARKER EA 1.0700 2,931.80 1,323.000 1,415.61 (S) 026 REMOVE ROADSIDE SIGN (ONE POST) EA 110.0000 10,230.00 0.000 0.00 (S) 027 REMOVE ROADSIDE SIGN (TWO POST) EA 130.0000 2,990.00 0.000 0.00 (S) 028 REMOVE SIGN STRUCTURE EA 3,500.0000 7,000.00 0.000 0.00 (S) 029 REMOVE CURB M 7.0000 9,100.00 0.000 0.00 030 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 0.000 0.00 031 REMOVE PIPE M 35.0000 4,900.00 0.000 0.00 032 REMOVE INLET EA 750.0000 7,500.00 0.000 0.00 033 REMOVE SEWER MANHOLE EA 1,000.0000 4,000.00 0.000 0.00 (S) 034 REMOVE WALL M 40.0000 8,000.00 0.000 0.00 035 REMOVE SEWER PIPE M 30.0000 6,600.00 0.000 0.00 (S) 036 REMOVE BASE AND SURFACING M3 18.0000 19,260.00 738.000 13,284.00 037 ADJUST INLET EA 1,250.0000 17,500.00 0.000 0.00 038 ADJUST MANHOLE TO GRADE EA 390.0000 3,900.00 0.000 0.00 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.1500 7,138.00 0.000 0.00 (S) (60 MM MAXIMUM) 040 REMOVE CONCRETE M3 40.0000 6,800.00 0.000 0.00 041 REMOVE CONCRETE BARRIER (TYPE K) M 11.0000 2,750.00 0.000 0.00 042 CLEAN BRIDGE DECK M2 5.3500 35,631.00 0.000 0.00 043 ACCESS OPENING, SOFFIT EA 1,500.0000 6,000.00 0.000 0.00 044 CAP INLET EA 900.0000 3,600.00 0.000 0.00 045 REMOVE CRASH CUSHION (SAND FILLED) EA 650.0000 650.00 0.000 0.00 046 BRIDGE REMOVAL, LOCATION A LS 30,000.0000 30,000.00 0.000 0.00 047 BRIDGE REMOVAL, LOCATION B LS 80,000.0000 80,000.00 1.000 80,000.00 048 BRIDGE REMOVAL, LOCATION C LS 80,000.0000 80,000.00 0.000 0.00 049 BRIDGE REMOVAL (PORTION) LS 41,000.0000 41,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.300 12,000.00 051 ROADWAY EXCAVATION M3 11.2500 799,875.00 0.000 0.00 052 ROADWAY EXCAVATION (TYPE Y) M3 24.0000 26,400.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 053 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 054 STRUCTURE EXCAVATION (BRIDGE) M3 37.0000 52,059.00 220.000 8,140.00 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 109,050.00 0.000 0.00 (F) 056 STRUCTURE EXCAVATION (TYPE Z-1) M3 300.0000 3,900.00 0.000 0.00 (F) (AERIALLY DEPOSITED LEAD) 057 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 58,590.00 0.000 0.00 (F) 058 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 176,575.00 0.000 0.00 (F) 059 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 31,150.00 0.000 0.00 (F) WALL) 060 SAND BACKFILL M3 80.0000 4,720.00 0.000 0.00 061 DITCH EXCAVATION M3 25.0000 1,400.00 0.000 0.00 062 SUBGRADE ENHANCEMENT FABRIC M2 2.0000 44,000.00 0.000 0.00 063 HIGH MODULUS GEOGRID M2 5.0000 3,450.00 0.000 0.00 064 HIGHWAY PLANTING LS 135,000.0000 135,000.00 0.000 0.00 (S) 065 STRAW (EROSION CONTROL) TONN 214.0000 342.40 0.000 0.00 (S) 066 FIBER (EROSION CONTROL) KG 0.5500 209.00 0.000 0.00 (S) 067 COMPOST (EROSION CONTROL) KG 0.5500 830.50 0.000 0.00 (S) 068 PURE LIVE SEED (EROSION CONTROL) KG 235.0000 2,115.00 0.000 0.00 (S) 069 STABILIZING EMULSION (EROSION CONTROL) KG 1.6000 121.60 0.000 0.00 (S) 070 PLANT ESTABLISHMENT WORK LS 24,000.0000 24,000.00 0.000 0.00 (S) 071 IRRIGATION SYSTEM LS 247,000.0000 247,000.00 0.000 0.00 (S) 072 RELOCATE WATER METER EA 1,925.0000 5,775.00 0.000 0.00 (S) 073 100 MM ALTERNATIVE CONDUIT M 150.0000 1,200.00 0.000 0.00 074 200 MM ALTERNATIVE CONDUIT M 170.0000 5,950.00 0.000 0.00 075 200 MM WELDED STEEL PIPE CONDUIT M 205.0000 5,125.00 0.000 0.00 (S) (6.35 MM THICK) 076 CLASS 4 AGGREGATE SUBBASE M3 23.8000 232,764.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE M3 25.7500 168,662.50 0.000 0.00 078 CLASS 3 AGGREGATE BASE M3 28.5500 156,739.50 0.000 0.00 079 LEAN CONCRETE BASE M3 120.0000 434,400.00 0.000 0.00 080 ASPHALT CONCRETE (TYPE B) TONN 84.6000 1,116,720.00 321.590 27,206.51 321.590 27,206.51 081 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 2,905.00 0.000 0.00 082 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 780.00 0.000 0.00 083 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 2,275.00 0.000 0.00 084 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 360.00 0.000 0.00 085 CONCRETE PAVEMENT M3 150.0000 636,000.00 0.000 0.00 086 CONCRETE PAVEMENT (RAMP TERMINI) M3 160.0000 67,200.00 0.000 0.00 087 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 141.0000 73,320.00 130.000 18,330.00 520.000 73,320.00 (S) PILING 088 1.68 M CAST-IN-DRILLED-HOLE CONCRETE M 2,040.0000 175,440.00 43.000 87,720.00 43.000 87,720.00 (S) PILING 089 FURNISH PILING (CLASS 900) M 80.0000 352,560.00 0.000 0.00 (ALTERNATIVE W) 090 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 840.0000 272,160.00 0.000 0.00 (S) 091 FURNISH PILING (CLASS 625) M 64.0000 123,840.00 0.000 0.00 (ALTERNATIVE W) 092 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 850.0000 127,500.00 0.000 0.00 (S) 093 FURNISH PILING (CLASS 400) M 32.0000 13,152.00 0.000 0.00 094 DRIVE PILE (CLASS 400) EA 1,120.0000 43,680.00 0.000 0.00 (S) 095 PRESTRESSING CAST-IN-PLACE CONCRETE LS 64,750.0000 64,750.00 0.000 0.00 (S) 096 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 320.0000 163,840.00 0.000 0.00 (F) 097 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 1,630,000.00 43.000 21,500.00 43.000 21,500.00 (F) 098 STRUCTURAL CONCRETE, RETAINING WALL M3 365.0000 825,265.00 0.000 0.00 (F) 099 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 18,500.00 0.000 0.00 (F) (TYPE EQ) 100 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 49,000.00 0.000 0.00 (F) (TYPE N) 101 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 126,000.00 0.000 0.00 (TYPE R) 102 CLASS 2 CONCRETE (STRUCTURE) M3 620.0000 244,280.00 28.530 17,688.60 238.030 147,578.60 103 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 182,000.00 10.840 14,092.00 10.840 14,092.00 (F) PROGRAM CAS145 PAGE 5 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (ENTRY COLUMN) EA 1,300.0000 13,000.00 0.000 0.00 (F) 105 FORMED RELIEF TEXTURE M2 125.0000 5,750.00 0.000 0.00 (F) 106 DRILL AND BOND DOWEL M 35.0000 22,050.00 0.000 0.00 107 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 72,000.00 0.000 0.00 GIRDER (20 M - 25 M) 108 ERECT PRECAST PRESTRESSED CONCRETE EA 2,200.0000 17,600.00 0.000 0.00 (S) GIRDER 109 CORE CONCRETE (0 - 50 MM) M 118.0000 5,428.00 0.000 0.00 (S) 110 SOUND WALL (RETAINING WALL) M2 131.0000 26,200.00 0.000 0.00 (SF)(MASONRY BLOCK) 111 SOUND WALL (MASONRY BLOCK) M2 227.0000 61,744.00 0.000 0.00 (SF) 112 JOINT SEAL (MR 50 MM) M 215.0000 62,350.00 0.000 0.00 (S) 113 BAR REINFORCING STEEL KG 1.1000 62,805.60 10,320.000 11,352.00 48,500.000 53,350.00 (SF) 114 BAR REINFORCING STEEL (BRIDGE) KG 1.0700 673,886.00 11,413.000 12,211.91 11,413.000 12,211.91 (SF) 115 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1200 182,555.52 0.000 0.00 (F) 116 TREAT BRIDGE DECK M2 4.3000 28,612.20 0.000 0.00 (F) 117 FURNISH BRIDGE DECK TREATMENT MATERIAL L 16.0000 42,560.00 0.000 0.00 118 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.2000 13,984.00 0.000 0.00 WITH WALKWAY) 119 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 7.9000 12,008.00 0.000 0.00 (S) WITH WALKWAY) 120 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 110,348.00 0.000 0.00 (F) 121 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4100 9,233.20 0.000 0.00 (SF) 122 760 MM CAST-IN-DRILLED-HOLE M 850.0000 6,800.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 123 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 124 ROADSIDE SIGN (WOOD POST) - ONE POST EA 175.0000 12,775.00 0.000 0.00 125 ROADSIDE SIGN (METAL POST) - ONE POST EA 210.0000 7,140.00 0.000 0.00 126 ROADSIDE SIGN (METAL POST) - TWO POST EA 350.0000 700.00 0.000 0.00 127 ROADSIDE SIGN (METAL POST) - TWO POST EA 300.0000 8,400.00 0.000 0.00 128 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 5,940.00 0.000 0.00 METHOD) 129 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 1,600.00 0.000 0.00 130 375 MM REINFORCED CONCRETE PIPE M 280.0000 21,280.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 450 MM REINFORCED CONCRETE PIPE M 310.0000 37,200.00 7.300 2,263.00 7.300 2,263.00 132 600 MM REINFORCED CONCRETE PIPE M 310.0000 52,700.00 5.800 1,798.00 5.800 1,798.00 133 675 MM REINFORCED CONCRETE PIPE M 310.0000 17,050.00 2.440 756.40 2.440 756.40 134 900 MM REINFORCED CONCRETE PIPE M 390.0000 70,200.00 32.180 12,550.20 32.180 12,550.20 135 1050 MM REINFORCED CONCRETE PIPE M 480.0000 6,720.00 0.000 0.00 136 1200 MM REINFORCED CONCRETE PIPE M 445.0000 10,680.00 0.000 0.00 137 375 MM CORRUGATED STEEL PIPE M 1,000.0000 700.00 0.000 0.00 (2.01 MM THICK) 138 450 MM CORRUGATED STEEL PIPE M 420.0000 10,080.00 0.000 0.00 (2.01 MM THICK) 139 450 MM SLOTTED CORRUGATED STEEL PIPE M 570.0000 3,420.00 0.000 0.00 (2.01 MM THICK) 140 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.5000 39,780.00 0.000 0.00 141 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 12,000.00 0.000 0.00 142 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 405.0000 14,175.00 0.000 0.00 (2.01 MM THICK) 143 GRATED LINE DRAIN M 225.0000 47,250.00 0.000 0.00 144 450 MM CORRUGATED STEEL PIPE RISER M 800.0000 1,600.00 0.000 0.00 (4.27 MM THICK) 145 610 MM WELDED STEEL PIPE CASING M 200.0000 7,200.00 0.000 0.00 (BRIDGE) 146 450 MM CONCRETE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 147 600 MM CONCRETE FLARED END SECTION EA 750.0000 1,500.00 0.000 0.00 148 900 MM PRECAST CONCRETE PIPE MANHOLE M 600.0000 1,800.00 0.000 0.00 149 1200 MM PRECAST CONCRETE PIPE MANHOLE M 850.0000 1,275.00 0.000 0.00 150 200 MM VITRIFIED CLAY PIPE M 245.0000 22,050.00 0.000 0.00 (S) 151 SEWER MANHOLE FRAME AND COVER EA 400.0000 1,600.00 0.000 0.00 (S) 152 SEWER MANHOLE EA 3,500.0000 14,000.00 0.000 0.00 (S) 153 MINOR CONCRETE (BACKFILL) M3 130.0000 3,510.00 0.000 0.00 154 ROCK SLOPE PROTECTION M3 175.0000 4,550.00 0.000 0.00 (FACING, METHOD B) 155 SLOPE PAVING (CONCRETE) M3 320.0000 20,480.00 0.000 0.00 (F) 156 MINOR CONCRETE (CURB) M3 520.0000 26,000.00 0.000 0.00 157 MINOR CONCRETE (MISCELLANEOUS M3 455.0000 3,185.00 0.000 0.00 CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (CURB AND GUTTER) M3 325.0000 58,500.00 0.000 0.00 159 MINOR CONCRETE (SIDEWALK) M3 320.0000 102,400.00 0.000 0.00 160 MISCELLANEOUS IRON AND STEEL KG 2.5000 37,765.00 0.000 0.00 (SF) 161 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 19,368.00 0.000 0.00 (SF) 162 MISCELLANEOUS METAL KG 13.0000 11,960.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 163 MISCELLANEOUS METAL (RESTRAINER BAR) KG 7.7500 37,432.50 0.000 0.00 (SF) 164 CHAIN LINK FENCE (TYPE CL-1.8) M 58.0000 32,480.00 0.000 0.00 (S) 165 VINYL COATED CHAIN LINK FENCE M 225.0000 8,100.00 0.000 0.00 (S) (TYPE CL - 3.1) 166 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 845.0000 3,380.00 0.000 0.00 (S) 167 DELINEATOR (CLASS 1) EA 35.0000 1,365.00 0.000 0.00 168 OBJECT MARKER EA 75.0000 1,425.00 0.000 0.00 169 METAL BEAM GUARD RAILING (WOOD POST) M 77.0000 27,720.00 0.000 0.00 (S) 170 WROUGHT IRON RAILING M 1,114.0000 43,446.00 0.000 0.00 (S) 171 CHAIN LINK RAILING (TYPE 7) M 144.0000 28,656.00 0.000 0.00 (SF) 172 CHAIN LINK RAILING (TYPE 7L) M 284.0000 163,584.00 0.000 0.00 (SF) 173 IRON RAILING M 965.0000 123,520.00 0.000 0.00 (SF) 174 TUBULAR HANDRAILING M 222.0000 10,656.00 0.000 0.00 (SF) 175 CONCRETE BARRIER (TYPE 25) M 115.0000 42,665.00 0.000 0.00 (F) 176 CONCRETE BARRIER (TYPE 26) M 270.0000 3,780.00 0.000 0.00 177 CONCRETE BARRIER (TYPE 26A) M 270.0000 12,960.00 0.000 0.00 (F) 178 CONCRETE BARRIER (TYPE 26 MODIFIED) M 455.0000 76,440.00 0.000 0.00 (F) 179 CONCRETE BARRIER (TYPE 50D) M 102.0000 43,860.00 0.000 0.00 180 CABLE RAILING M 46.0000 12,466.00 0.000 0.00 (SF) 181 TERMINAL SYSTEM (TYPE SRT) EA 2,035.0000 8,140.00 0.000 0.00 (S) 182 TERMINAL SYSTEM (TYPE CAT) EA 5,885.0000 23,540.00 0.000 0.00 (S) 183 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 480.0000 1,920.00 0.000 0.00 (S) 184 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 350.0000 1,050.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60) M 245.0000 12,495.00 0.000 0.00 186 CONCRETE BARRIER (TYPE 60D) M 400.0000 32,000.00 0.000 0.00 187 CONCRETE BARRIER (TYPE 60S) M 300.0000 4,500.00 0.000 0.00 188 CONCRETE BARRIER (TYPE 60SE) M 400.0000 18,000.00 0.000 0.00 189 THERMOPLASTIC PAVEMENT MARKING M2 30.5000 21,960.00 0.000 0.00 (S) 190 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0700 15,301.00 0.000 0.00 (S) 191 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 537.50 0.000 0.00 (S) 192 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.9500 9,646.50 0.000 0.00 (S) 193 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.9500 2,596.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 194 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 150.40 0.000 0.00 (S) (BROKEN 1.83 M - 0.30 M) 195 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 4,000.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 196 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 1,651.20 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 197 PAINTED STALL LINES AND PAVEMENT M 3.2000 3,072.00 0.000 0.00 (S) MARKINGS 198 PAINT PAVEMENT MARKING (2-COAT) M2 17.3000 674.70 57.400 993.02 (S) 199 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 2,296.00 0.000 0.00 (S) 200 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.3000 14,620.00 130.000 559.00 (S) 201 TWO SIZE 103 COMMUNICATION CONDUIT M 248.0000 21,080.00 0.000 0.00 (S) (TRENCH IN PAVEMENT) 202 SIGNAL AND LIGHTING (LOCATION 1) LS 78,500.0000 78,500.00 0.000 0.00 (S) 203 SIGNAL AND LIGHTING (LOCATION 2) LS 133,800.0000 133,800.00 0.000 0.00 (S) 204 MODIFY SIGNAL AND LIGHTING LS 81,000.0000 81,000.00 0.000 0.00 (S) (CITY STREET LOCATION 1) 205 SIGNAL AND LIGHTING LS 97,450.0000 97,450.00 0.000 0.00 (S) (CITY STREET LOCATION 2) 206 PEDESTRIAN OVERHEAD LIGHTING LS 112,600.0000 112,600.00 0.000 0.00 (S) 207 LIGHTING (CITY PARKING LOT) LS 26,000.0000 26,000.00 0.000 0.00 (S) 208 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,535.0000 38,745.00 0.000 0.00 (S) 209 SIZE 32 INNERDUCT M 4.9500 2,598.75 0.000 0.00 (S) 210 COMMUNICATION CONDUIT M 188.0000 28,200.00 0.000 0.00 (S) (PLACED IN BOX GIRDER) 211 COMMUNICATION CONDUIT M 445.0000 11,125.00 0.000 0.00 (S) (SUSPENDED FROM BRIDGE) PROGRAM CAS145 PAGE 9 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 ELECTRIC SERVICE (IRRIGATION) LS 15,200.0000 15,200.00 0.000 0.00 (S) 213 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 26,850.0000 26,850.00 0.000 0.00 (S) STATION 214 RAMP METERING SYSTEM (LOCATION 1) LS 33,600.0000 33,600.00 0.000 0.00 (S) 215 RAMP METERING SYSTEM (LOCATION 2) LS 41,100.0000 41,100.00 0.000 0.00 (S) 216 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 12,500.0000 12,500.00 0.250 3,125.00 (S) 217 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 12,500.0000 12,500.00 0.250 3,125.00 (S) 218 MODIFY LIGHTING AND SIGN ILLUMINATION LS 144,100.0000 144,100.00 0.000 0.00 (S) 219 AUTOMATIC VEHICLE CLASSIFIERS, LS 27,200.0000 27,200.00 0.000 0.00 (S) PIEZO-ELECTRIC AXLE SENSOR UNITS AND EPOXY SEALANT FOR PIEZO AXLE SENSOR 220 COMMUNICATION PULL BOX EA 1,000.0000 2,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 12/26/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 01:35 PM ESTIMATE NO. 05 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/02 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 12/26/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 267,368.62 896,634.89 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,802.11 60,119.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 281,170.73 956,754.37 221 MOBILIZATION LS 670,000.0000 670,000.00 0.500 335,000.00 ORIGINAL CONTRACT AMOUNT 15,679,605.17 TOTAL WORK COMPLETED 281,170.73 1,291,754.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -15,000.00 -24,500.00 TOTAL 266,170.73 1,267,254.37 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 050 CLEARING AND GRUBBING 15,000.00 40,000.00 25,000.00 053 LEAD COMPLIANCE PLAN 5,000.00 7,000.00 2,000.00 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 07/19/02 750 08/12/02 08/05/02 08/16/04 90 5 0 0 8% 18% PROGRESS IS SATISFACTORY MALACALZA, GEORGE RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 12/26/02