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 07/19/02 EST. NO.01 TIME 02:58 PM R.E. NAME: OKPALA, MESHACK 03-3546U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/19/02 EST. NO.01 TIME 02:58 PM R.E. NAME: OKPALA, MESHACK 03-3546U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 LOCATION PROGRESS ESTIMATE 03-SAC-80-9.1/17.9 ----------------- GRANITE CONSTRUCTION COMPANY IN SACRAMENTO AND PLACER COUNTIES P O BOX 50085 IN SACRAMENTO, CITRUS HEIGHTS AND WATSONVILLE CA 950775085 ROSEVILLE AT VARIOUS LOCATIONS FED. AID NO. ACNH-080 -3(227)94N,I-080 -3(227)94N,ACBH-080 -3(227)94N WIDEN EXISTING 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 35,000.0000 35,000.00 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 800,000.00 20.000 40,000.00 20.000 40,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 112,800.00 0.000 0.00 004 TEMPORARY FENCE (TYPE CL-2.4) M 40.0000 17,600.00 0.000 0.00 005 PREPARE STORM WATER POLLUTION LS 13,000.0000 13,000.00 0.000 0.00 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.000 0.00 007 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.200 5,000.00 0.200 5,000.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.050 50,000.00 0.050 50,000.00 (S) 009 TYPE III BARRICADE EA 80.0000 1,600.00 0.000 0.00 (S) 010 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 4,600.00 0.000 0.00 (S) 011 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.8000 132,620.00 0.000 0.00 (S) 012 TEMPORARY PAVEMENT MARKING (TAPE) M2 128.0000 25,600.00 0.000 0.00 (S) 013 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 11,245.00 0.000 0.00 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 37,750.00 24.000 600.00 24.000 600.00 (S) 015 TRAFFIC PLASTIC DRUM EA 85.0000 16,150.00 0.000 0.00 (S) 016 TEMPORARY PAVEMENT MARKER EA 2.3000 145,820.00 0.000 0.00 (S) 017 PORTABLE CHANGEABLE MESSAGE SIGN LS 145,000.0000 145,000.00 0.050 7,250.00 0.050 7,250.00 (S) 018 TEMPORARY RAILING (TYPE K) M 24.0000 979,200.00 340.200 8,164.80 340.200 8,164.80 (S) 019 TEMPORARY RAILING (TYPE K) (DETOUR) M 45.0000 7,200.00 0.000 0.00 (S) 020 QUICK CHANGE MOVEABLE BARRIER SYSTEM M 375.0000 345,000.00 0.000 0.00 (S) 021 TEMPORARY CRASH CUSHION MODULE EA 350.0000 129,500.00 0.000 0.00 (S) 022 TEMPORARY CRASH CUSHION MODULE (DETOUR) EA 350.0000 19,600.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 2 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC SCREEN M 4.7500 174,325.00 0.000 0.00 (S) 024 ABANDON CULVERT EA 300.0000 4,200.00 0.000 0.00 025 ABANDON INLET EA 100.0000 900.00 0.000 0.00 026 REMOVE CHAIN LINK FENCE M 5.0000 17,100.00 0.000 0.00 027 REMOVE FLARED END SECTION EA 70.0000 350.00 0.000 0.00 028 REMOVE TRAFFIC STRIPE M 3.4000 106,760.00 0.000 0.00 029 REMOVE PAVEMENT MARKING M2 21.0000 1,995.00 0.000 0.00 030 REMOVE ROADSIDE SIGN EA 60.0000 4,140.00 0.000 0.00 031 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 0.000 0.00 032 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 3,000.00 0.000 0.00 033 REMOVE ASPHALT CONCRETE DIKE M 5.0000 6,200.00 0.000 0.00 034 REMOVE CULVERT M 130.0000 15,600.00 0.000 0.00 035 REMOVE INLET EA 350.0000 5,600.00 0.000 0.00 036 REMOVE CONCRETE PAVEMENT M2 15.0000 13,500.00 0.000 0.00 037 REMOVE ASPHALT CONCRETE SURFACING M2 18.0000 35,460.00 0.000 0.00 038 REMOVE BASE AND SURFACING M3 20.0000 1,600.00 0.000 0.00 039 SALVAGE DOUBLE THRIE BEAM BARRIER M 13.0000 36,660.00 0.000 0.00 040 SALVAGE METAL BEAM GUARD RAILING M 30.0000 31,500.00 0.000 0.00 041 SALVAGE DOUBLE METAL BEAM BARRIER M 14.0000 20,020.00 0.000 0.00 042 RECONSTRUCT MANHOLE EA 3,000.0000 3,000.00 0.000 0.00 043 RECONSTRUCT CHAIN LINK FENCE M 75.0000 6,525.00 0.000 0.00 044 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 50.0000 300,000.00 0.000 0.00 045 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 35,400.00 0.000 0.00 046 RELOCATE BACKFLOW PREVENTER EA 2,000.0000 4,000.00 0.000 0.00 047 RELOCATE SPLICE BOX EA 3,000.0000 3,000.00 0.000 0.00 048 RELOCATE CHAIN LINK FENCE M 150.0000 750.00 0.000 0.00 049 RELOCATE ROADSIDE SIGN EA 175.0000 16,800.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE SIGN STRUCTURE EA 3,500.0000 7,000.00 0.000 0.00 051 ADJUST WATER VALVE COVER TO GRADE EA 350.0000 2,450.00 0.000 0.00 052 ADJUST WATER METER BOX TO GRADE EA 400.0000 400.00 0.000 0.00 053 RELOCATE WATER METER EA 1,000.0000 3,000.00 0.000 0.00 054 ADJUST INLET EA 700.0000 16,100.00 0.000 0.00 055 ADJUST MANHOLE TO GRADE EA 500.0000 2,500.00 0.000 0.00 056 ADJUST MONITORING WELL BOX TO GRADE EA 400.0000 800.00 0.000 0.00 057 MODIFY INLET EA 1,900.0000 20,900.00 0.000 0.00 058 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 39,900.00 0.000 0.00 (S) (25 MM MAXIMUM) 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 57,840.00 0.000 0.00 (S) (30 MM MAXIMUM) 060 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 7,020.00 0.000 0.00 (S) (45 MM MAXIMUM) 061 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 2,600.00 0.000 0.00 (S) (100 MM MAXIMUM) 062 REMOVE CONCRETE M3 80.0000 30,400.00 0.000 0.00 063 REMOVE CONCRETE CURB M 15.0000 2,100.00 0.000 0.00 064 REMOVE CONCRETE BARRIER M 10.0000 33,600.00 0.000 0.00 065 REMOVE HEADLIGHT GLARE SCREEN M 7.0000 15,820.00 0.000 0.00 066 REMOVE SOUND WALL M2 3.5500 23,998.00 0.000 0.00 067 CAP INLET EA 1,200.0000 13,200.00 0.000 0.00 068 CAP RISER EA 500.0000 1,000.00 0.000 0.00 069 REMOVE CRASH CUSHION EA 500.0000 500.00 0.000 0.00 070 BRIDGE REMOVAL (PORTION), LOCATION A LS 21,340.0000 21,340.00 0.000 0.00 071 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 0.000 0.00 072 BRIDGE REMOVAL (PORTION), LOCATION C LS 3,000.0000 3,000.00 0.000 0.00 073 JACKING SUPERSTRUCTURE LS 75,000.0000 75,000.00 0.000 0.00 074 CLEARING AND GRUBBING LS 49,500.0000 49,500.00 0.000 0.00 075 ROADWAY EXCAVATION M3 23.0000 2,691,000.00 0.000 0.00 076 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 129,700.00 0.000 0.00 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 111,600.00 0.000 0.00 (F) 079 STRUCTURE EXCAVATION (TIEBACK WALL) M3 150.0000 9,750.00 0.000 0.00 (F) 080 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 83,040.00 0.000 0.00 (F) 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 250.0000 2,250.00 0.000 0.00 082 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,320.00 0.000 0.00 (F) 083 SAND BACKFILL M3 200.0000 9,400.00 0.000 0.00 084 DITCH EXCAVATION M3 20.0000 20,200.00 0.000 0.00 085 HIGHWAY PLANTING LS 90,000.0000 90,000.00 0.000 0.00 (S) 086 IMPORTED TOPSOIL M3 35.0000 17,150.00 0.000 0.00 (S) 087 ROOT CONTROL BARRIER M2 23.0000 5,750.00 0.000 0.00 (S) 088 FIBER (EROSION CONTROL) KG 0.6300 5,991.30 0.000 0.00 (S) 089 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,800.00 0.000 0.00 (S) 090 SEED (EROSION CONTROL) KG 100.0000 15,500.00 0.000 0.00 (S) 091 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 1,001.00 0.000 0.00 (S) 092 STABILIZING EMULSION (EROSION CONTROL) KG 1.6000 2,008.00 0.000 0.00 (S) 093 MAINTAIN EXISTING PLANTS LS 1,000.0000 1,000.00 0.000 0.00 (S) 094 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 (S) 095 MAINTAIN EXISTING IRRIGATION FACILITIES LS 13,000.0000 13,000.00 0.000 0.00 (S) 096 IRRIGATION SYSTEM LS 230,000.0000 230,000.00 0.000 0.00 (S) 097 WATER METER EA 3,500.0000 7,000.00 0.000 0.00 (S) 098 200 MM CORRUGATED HIGH DENSITY M 350.0000 66,500.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 099 EXTEND 150 MM CONDUIT M 200.0000 12,800.00 0.000 0.00 (S) 100 CLASS 2 AGGREGATE BASE M3 44.5000 4,494,500.00 0.000 0.00 101 SLURRY SEAL TONN 325.0000 20,475.00 0.000 0.00 102 ASPHALT CONCRETE TONN 47.0000 4,079,600.00 0.000 0.00 103 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 72,100.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ASPHALT CONCRETE (TYPE A, 19-MM MAXIMUM, TONN 43.0000 218,010.00 0.000 0.00 MEDIUM GRADING) 105 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 64.0000 370,880.00 0.000 0.00 106 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 67.0000 1,098,800.00 0.000 0.00 107 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 243,000.00 0.000 0.00 AREA) 108 PAVEMENT TEXTURE M2 35.0000 472,500.00 0.000 0.00 109 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.2500 198.00 0.000 0.00 110 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.2500 10,102.50 0.000 0.00 111 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.2500 787.50 0.000 0.00 112 REPLACE CONCRETE PAVEMENT M3 885.0000 654,900.00 0.000 0.00 113 GRIND EXISTING CONCRETE M3 900.0000 47,700.00 0.000 0.00 (S) PAVEMENT 114 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 96,000.00 0.000 0.00 (S) PILING 115 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 15,400.00 0.000 0.00 (S) PILING (SOUND WALL) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 60,000.0000 60,000.00 0.000 0.00 (S) 117 TIEBACK ANCHOR EA 1,800.0000 68,400.00 0.000 0.00 (S) 118 TIEDOWN ANCHOR EA 4,000.0000 16,000.00 0.000 0.00 (S) 119 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 108,150.00 0.000 0.00 (F) 120 STRUCTURAL CONCRETE, BRIDGE M3 725.0000 957,725.00 0.000 0.00 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 245,500.00 0.000 0.00 (F) 122 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 20,800.00 0.000 0.00 (F) (TYPE N) 123 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 39,100.00 0.000 0.00 (F) 124 MINOR CONCRETE (BACKFILL) M3 300.0000 19,500.00 0.000 0.00 125 SURFACE TREATMENT M2 85.0000 31,960.00 0.000 0.00 (F) (CHAIN LINK RIP-OUT) 126 FRACTURED RIB TEXTURE M2 115.0000 22,540.00 0.000 0.00 (F) 127 DRILL AND BOND DOWEL M 60.0000 7,080.00 0.000 0.00 128 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 50,000.00 0.000 0.00 (S) GIRDER (35 M - 40 M) 129 ERECT PRECAST PRESTRESSED CONCRETE EA 20,000.0000 40,000.00 0.000 0.00 (S) GIRDER 130 CONCRETE CLOSURE WALL M2 335.0000 64,655.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 SOUND WALL (BARRIER) (PRECAST CONCRETE M2 425.0000 157,250.00 0.000 0.00 (S) PANEL) 132 SOUND WALL (PRECAST CONCRETE PANEL) M2 430.0000 550,400.00 0.000 0.00 (S) 133 SOUND WALL (MASONRY BLOCK) M2 175.0000 2,552,200.00 0.000 0.00 (SF) 134 JOINT SEAL (MR 30 MM) M 210.0000 3,150.00 0.000 0.00 (S) 135 JOINT SEAL (MR 50 MM) M 400.0000 2,800.00 0.000 0.00 (S) 136 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 257,040.00 0.000 0.00 (SF) 137 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 49,618.80 0.000 0.00 (SF) 138 SHOTCRETE M3 1,500.0000 45,000.00 0.000 0.00 (F) 139 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 4.6500 5,166.15 0.000 0.00 (F) WITH WALKWAY) 140 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.3500 2,610.85 0.000 0.00 (SF)WITH WALKWAY) 141 FURNISH SIGN STRUCTURE (TRUSS) KG 5.3000 357,755.30 0.000 0.00 (F) 142 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 37,125.55 0.000 0.00 (SF) 143 ROADSIDE SIGN (BARRIER MOUNTED) EA 980.0000 16,660.00 0.000 0.00 144 760 MM CAST-IN-DRILLED-HOLE M 740.0000 25,160.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 145 920 MM CAST-IN-DRILLED-HOLE M 900.0000 59,400.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 146 ROADSIDE SIGN - ONE POST EA 190.0000 22,800.00 0.000 0.00 147 ROADSIDE SIGN - TWO POST EA 350.0000 10,150.00 0.000 0.00 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 4,860.00 0.000 0.00 METHOD) 149 INSTALL SIGN PANEL ON EXISTING FRAME M2 28.0000 12,320.00 0.000 0.00 150 PREPARE AND STAIN CONCRETE M2 30.0000 12,360.00 0.000 0.00 (F) 151 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 27,500.00 0.000 0.00 152 600 MM ALTERNATIVE PIPE CULVERT M 535.0000 28,355.00 0.000 0.00 153 750 MM ALTERNATIVE PIPE CULVERT M 480.0000 26,880.00 0.000 0.00 154 300 MM REINFORCED CONCRETE PIPE M 560.0000 2,240.00 0.000 0.00 155 450 MM REINFORCED CONCRETE PIPE M 400.0000 56,000.00 0.000 0.00 156 600 MM REINFORCED CONCRETE PIPE M 560.0000 13,440.00 0.000 0.00 157 750 MM REINFORCED CONCRETE PIPE M 690.0000 20,010.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 600 MM CORRUGATED STEEL PIPE M 450.0000 585.00 0.000 0.00 (3.51 MM THICK) 159 450 MM CORRUGATED STEEL PIPE M 420.0000 420.00 0.000 0.00 (3.51 MM THICK) 160 150 MM CORRUGATED STEEL PIPE M 125.0000 750.00 0.000 0.00 (3.51 MM THICK) 161 450 MM SLOTTED CORRUGATED STEEL PIPE M 330.0000 26,400.00 0.000 0.00 (2.01 MM THICK) 162 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 145.0000 725.00 0.000 0.00 (2.01 MM THICK) 163 300 MM ENTRANCE TAPER EA 950.0000 950.00 0.000 0.00 164 300 MM CORRUGATED STEEL PIPE RISER M 1,600.0000 4,000.00 0.000 0.00 (2.01 MM THICK) 165 450 MM CONCRETE FLARED END SECTION EA 725.0000 725.00 0.000 0.00 166 600 MM CONCRETE FLARED END SECTION EA 775.0000 2,325.00 0.000 0.00 167 750 MM CONCRETE FLARED END SECTION EA 950.0000 950.00 0.000 0.00 168 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 2,100.00 0.000 0.00 169 600 MM ALTERNATIVE FLARED END SECTION EA 375.0000 375.00 0.000 0.00 170 750 MM ALTERNATIVE FLARED END SECTION EA 580.0000 1,160.00 0.000 0.00 171 450 MM PRECAST CONCRETE PIPE INLET M 1,870.0000 2,057.00 0.000 0.00 172 900 MM ALTERNATIVE PIPE INLET M 2,000.0000 2,000.00 0.000 0.00 173 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 140.0000 10,080.00 0.000 0.00 174 SLOPE PAVING (CONCRETE) M3 750.0000 48,000.00 0.000 0.00 (F) 175 ROCK SLOPE PROTECTION FABRIC M2 10.0000 960.00 0.000 0.00 176 MINOR CONCRETE (MISCELLANEOUS M3 425.0000 22,100.00 0.000 0.00 CONSTRUCTION) 177 MINOR CONCRETE (GUTTER) M 150.0000 15,450.00 0.000 0.00 (F) 178 MINOR CONCRETE (CURB, SIDEWALK AND M3 475.0000 199,500.00 0.000 0.00 CURB RAMP) 179 MISCELLANEOUS IRON AND STEEL KG 3.2500 32,282.25 0.000 0.00 (SF) 180 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 6,800.00 0.000 0.00 (S) 181 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 665.00 0.000 0.00 182 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 0.000 0.00 183 HIGHWAY POST MARKER EA 35.0000 350.00 0.000 0.00 184 OBJECT MARKER (TYPE K-1) EA 30.0000 270.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 OBJECT MARKER (TYPE L-1) EA 35.0000 630.00 0.000 0.00 186 METAL BEAM GUARD RAILING M 72.0000 38,160.00 0.000 0.00 (S) 187 CHAIN LINK RAILING (TYPE 7) M 120.0000 12,960.00 0.000 0.00 188 CONCRETE BARRIER (TYPE 26) M 300.0000 32,400.00 0.000 0.00 (F) 189 CONCRETE BARRIER (TYPE 27) M 225.0000 24,750.00 0.000 0.00 190 CONCRETE HEADLIGHT GLARE SCREEN M 65.0000 15,600.00 0.000 0.00 191 CABLE RAILING M 125.0000 30,000.00 0.000 0.00 (F) 192 TERMINAL SECTION (TYPE B) EA 200.0000 800.00 0.000 0.00 (S) 193 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 6,000.00 0.000 0.00 (S) 194 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 58,800.00 0.000 0.00 (S) 195 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,900.00 0.000 0.00 (S) 196 CRASH CUSHION, SAND FILLED EA 6,000.0000 18,000.00 0.000 0.00 (S) 197 CRASH CUSHION (TYPE CAT) EA 5,500.0000 11,000.00 0.000 0.00 (S) 198 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 1,000.00 0.000 0.00 (S) 199 CRASH CUSHION (REACT 9CBB) EA 48,000.0000 48,000.00 0.000 0.00 (S) 200 CONCRETE BARRIER (TYPE 60) M 76.0000 426,360.00 0.000 0.00 201 CONCRETE BARRIER (TYPE 60C) M 102.0000 158,100.00 0.000 0.00 202 CONCRETE BARRIER (TYPE 60D) M 147.0000 115,248.00 0.000 0.00 (F) 203 CONCRETE BARRIER (TYPE 60E) M 520.0000 275,600.00 0.000 0.00 204 CONCRETE BARRIER (TYPE 732) M 200.0000 24,600.00 0.000 0.00 (F) 205 THERMOPLASTIC PAVEMENT MARKING M2 40.2500 28,175.00 0.000 0.00 (S) 206 THERMOPLASTIC TRAFFIC STRIPE M 0.4600 30,728.00 0.000 0.00 (S) (SPRAYABLE) 207 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 111.80 0.000 0.00 (S) 208 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 620.00 0.000 0.00 (S) 209 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 18,562.50 0.000 0.00 (S) 210 THERMOPLASTIC TRAFFIC STRIPE M 2.2500 247.50 0.000 0.00 (S) (200 MM DIAMETER WHITE SOLID DOT) 211 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 8,957.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 9 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 42,180.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 213 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 2,101.60 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 214 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2500 562.50 0.000 0.00 (S) 215 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 43,785.00 0.000 0.00 (S) 216 SIGNAL AND LIGHTING LS 381,000.0000 381,000.00 0.000 0.00 (S) 217 LIGHTING LS 49,000.0000 49,000.00 0.000 0.00 (S) 218 SIGN ILLUMINATION LS 47,000.0000 47,000.00 0.000 0.00 (S) 219 MODIFY SIGN ILLUMINATION LS 52,000.0000 52,000.00 0.000 0.00 (S) 220 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 16,000.00 0.000 0.00 (S) 221 TRAFFIC MONITORING STATION (MODIFY) LS 72,000.0000 72,000.00 0.000 0.00 (S) 222 RAMP METERING SYSTEM LS 116,000.0000 116,000.00 0.000 0.00 (S) 223 WEIGH-IN-MOTION SYSTEM (MODIFY) LS 26,000.0000 26,000.00 0.000 0.00 (S) 224 WEIGH STATION BYPASS SYSTEM (MODIFY) LS 24,000.0000 24,000.00 0.000 0.00 (S) 225 MODIFY LIGHTING LS 352,000.0000 352,000.00 0.000 0.00 (S) 226 GUARD POST EA 300.0000 2,400.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 07/19/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/19/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 111,014.80 111,014.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 111,014.80 111,014.80 227 MOBILIZATION LS 1838,000.0000 1,838,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 31,814,531.10 TOTAL WORK COMPLETED 111,014.80 111,014.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 111,014.80 111,014.80 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 06/06/02 400 07/08/02 06/21/02 08/02/04 20 0 0 0 0% 7% PROGRESS UNSATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 07/19/02