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 04/18/03 EST. NO.02 TIME 01:05 PM R.E. NAME: C. BOUZAR/ A. BSAGHERLI 04-2285U4 --------------------------------------------------------------------------- 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 04/18/03 EST. NO.02 TIME 01:05 PM R.E. NAME: C. BOUZAR/ A. BSAGHERLI 04-2285U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 LOCATION PROGRESS ESTIMATE 04-CC-680-15.6/24.3 ----------------- RGW CONSTRUCTION INC. IN CONTRA COSTA COUNTY IN WALNUT 550 GREENVILLE ROAD CREEK, CONCORD, PLEASANT HILL AND LIVERMORE, CA 94551-2935 MARTINEZ FROM NORTH MAIN STREET OVERHEAD TO MARINA VISTA BOULEVARD UNDERCROSSING FED. AID NO. ACNH-680 -1(59)N ,I-680 -1(59)N WIDEN EXISTING HIGHWAY FOR HOV ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 0.250 2,500.00 002 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 25,000.0000 25,000.00 0.000 0.00 DATA DELIVERY SYSTEM 003 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,200,000.00 21.000 63,000.00 21.000 63,000.00 004 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 10,400.00 0.000 0.00 005 TEMPORARY FENCE (TYPE ESA) M 13.0000 10,400.00 0.000 0.00 006 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 0.750 6,000.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 46,000.0000 46,000.00 0.000 0.00 008 TEMPORARY SOIL STABILIZER M2 1.0000 71,500.00 0.000 0.00 009 TEMPORARY SILT FENCE M 5.0000 36,000.00 182.000 910.00 182.000 910.00 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,040.0000 20,800.00 0.000 0.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,080.0000 41,600.00 0.000 0.00 012 TEMPORARY COVER M2 3.0000 16,200.00 0.000 0.00 013 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 5,625.00 15.000 3,375.00 15.000 3,375.00 014 NON-STORM WATER DISCHARGES LS 20,000.0000 20,000.00 0.000 0.00 015 CONSTRUCTION AREA SIGNS LS 34,000.0000 34,000.00 0.600 20,400.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.053 15,900.00 0.063 18,900.00 (S) 017 TEMPORARY PAVEMENT MARKING (PAINT) M2 21.0000 336.00 0.000 0.00 018 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 210,800.00 8,027.000 32,108.00 11,832.000 47,328.00 019 PORTABLE DELINEATOR EA 25.0000 1,200.00 48.000 1,200.00 48.000 1,200.00 020 TEMPORARY PAVEMENT MARKER EA 6.0000 124,800.00 4,825.000 28,950.00 7,465.000 44,790.00 021 TEMPORARY RAILING (TYPE K) M 18.0000 489,600.00 4,405.200 79,293.60 4,405.200 79,293.60 022 TEMPORARY CRASH CUSHION MODULE EA 100.0000 54,000.00 58.800 5,880.00 58.800 5,880.00 PROGRAM CAS145 PAGE 2 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT EA 670.0000 8,040.00 0.000 0.00 024 ABANDON INLET EA 650.0000 1,950.00 0.000 0.00 025 REMOVE CHAIN LINK FENCE M 20.0000 6,800.00 0.000 0.00 026 REMOVE METAL BEAM GUARD RAILING M 23.0000 31,740.00 0.000 0.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 86,100.00 5,893.000 17,679.00 8,331.000 24,993.00 STRIPE 028 REMOVE WHITE THERMOPLASTIC M 2.0000 44,200.00 1,428.000 2,856.00 1,921.000 3,842.00 TRAFFIC STRIPE 029 REMOVE PAVEMENT MARKER EA 1.0000 38,900.00 6,211.000 6,211.00 9,587.000 9,587.00 030 REMOVE ROADSIDE SIGN EA 275.0000 6,875.00 0.000 0.00 031 REMOVE SIGN STRUCTURE EA 3,000.0000 51,000.00 0.000 0.00 032 REMOVE ASPHALT CONCRETE DIKE M 1.0000 10,200.00 0.000 0.00 033 REMOVE SACKED CONCRETE SLOPE PROTECTION M3 515.0000 515.00 0.000 0.00 034 REMOVE CULVERT M 53.0000 39,220.00 0.000 0.00 035 REMOVE EDGE DRAIN M 6.0000 43,500.00 0.000 0.00 036 REMOVE INLET EA 430.0000 32,680.00 0.000 0.00 037 REMOVE HEADWALL EA 650.0000 2,600.00 0.000 0.00 038 REMOVE BASE AND SURFACING M3 8.0000 18,400.00 0.000 0.00 039 SALVAGE ROADSIDE SIGN PANEL EA 500.0000 1,500.00 0.000 0.00 040 RECONSTRUCT METAL BEAM GUARD RAILING M 120.0000 6,240.00 0.000 0.00 (WOOD POST) 041 RELOCATE ROADSIDE SIGN-TWO POST EA 850.0000 11,050.00 0.000 0.00 042 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 (S) 043 ADJUST INLET EA 575.0000 30,475.00 0.000 0.00 044 GRATE LOCKING DEVICE EA 30.0000 2,070.00 0.000 0.00 045 MODIFY INLET EA 570.0000 1,140.00 0.000 0.00 046 MODIFY INLET TO MANHOLE EA 630.0000 4,410.00 0.000 0.00 047 MODIFY MANHOLE EA 1,100.0000 3,300.00 0.000 0.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 188,000.00 0.000 0.00 (S) (30 MM MAXIMUM) 049 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 6,760.00 0.000 0.00 (S) (45 MM MAXIMUM) PROGRAM CAS145 PAGE 3 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,200.00 0.000 0.00 (S) (60 MM MAXIMUM) 051 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 35,700.00 0.000 0.00 (S) (75 MM MAXIMUM) 052 REMOVE CONCRETE M3 230.0000 4,600.00 0.000 0.00 053 REMOVE CONCRETE CURB M 6.0000 49,920.00 0.000 0.00 054 REMOVE CONCRETE BARRIER M 25.0000 75,250.00 1,003.400 25,085.00 1,003.400 25,085.00 055 REMOVE CONCRETE ISLAND M3 280.0000 7,000.00 0.000 0.00 056 REMOVE UNSOUND CONCRETE M3 4,400.0000 13,200.00 0.000 0.00 057 CLEAN BRIDGE DECK M2 2.0000 9,656.00 0.000 0.00 058 REMOVE SOUND WALL M2 125.0000 7,500.00 0.000 0.00 059 CAP INLET EA 450.0000 4,950.00 0.000 0.00 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,500.0000 20,500.00 0.000 0.00 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 44,000.0000 44,000.00 0.000 0.00 062 BRIDGE REMOVAL (PORTION), LOCATION C LS 27,000.0000 27,000.00 0.000 0.00 063 BRIDGE REMOVAL (PORTION), LOCATION D LS 15,000.0000 15,000.00 0.000 0.00 064 BRIDGE REMOVAL (PORTION), LOCATION E LS 45,000.0000 45,000.00 0.000 0.00 065 BRIDGE REMOVAL (PORTION), LOCATION F LS 10,000.0000 10,000.00 0.000 0.00 066 BRIDGE REMOVAL (PORTION), LOCATION G LS 10,000.0000 10,000.00 0.000 0.00 067 SALVAGE CRASH CUSHION EA 32.0000 3,840.00 0.000 0.00 068 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 0.000 0.00 069 REMOVE TREE EA 400.0000 2,000.00 0.000 0.00 070 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.000 0.00 071 ROADWAY EXCAVATION M3 23.0000 1,265,000.00 0.000 0.00 072 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 154,500.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Z-2) M3 250.0000 7,500.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 074 ROADWAY EXCAVATION (TYPE Z-3) M3 250.0000 32,500.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 075 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.000 0.00 076 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 336,400.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 583,150.00 0.000 0.00 (F) 078 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 32,750.00 0.000 0.00 (F) 079 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 58,080.00 0.000 0.00 (F) 080 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 343,380.00 0.000 0.00 (F) 081 PERVIOUS BACKFILL MATERIAL M3 45.0000 315.00 0.000 0.00 (F) 082 PERVIOUS BACKFILL MATERIAL (RETAINING M3 34.0000 38,488.00 0.000 0.00 (F) WALL) 083 SAND BACKFILL M3 90.0000 4,860.00 0.000 0.00 084 DITCH EXCAVATION M3 5.0000 15,000.00 0.000 0.00 085 GEOSYNTHETIC REINFORCEMENT M2 5.0000 17,000.00 0.000 0.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 086 IMPORTED BORROW TONN 0.0100 602.00 0.000 0.00 087 NATIVE BACKFILL (GEOSYNTHETIC REINFORCED M3 4.0000 32,000.00 0.000 0.00 EMBANKMENT) 088 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 47.0000 50,290.00 0.000 0.00 089 SUBGRADE ENHANCEMENT FABRIC M2 10.0000 6,100.00 0.000 0.00 090 HIGHWAY PLANTING LS 12,500.0000 12,500.00 0.000 0.00 (S) 091 STRAW (EROSION CONTROL) TONN 375.0000 11,250.00 0.000 0.00 (S) 092 FIBER (EROSION CONTROL) KG 1.0000 4,240.00 0.000 0.00 (S) 093 EROSION CONTROL (TYPE BFM) KG 2.0000 12,380.00 0.000 0.00 (S) 094 EROSION CONTROL NETTING M2 2.0000 64,000.00 0.000 0.00 (S) 095 FIBER ROLLS M 10.0000 113,000.00 0.000 0.00 (S) 096 DRAINAGE INLET PROTECTION EA 350.0000 4,200.00 0.000 0.00 097 COMPOST (EROSION CONTROL) KG 1.0000 12,500.00 0.000 0.00 (S) 098 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 0.000 0.00 099 PURE LIVE SEED (TYPE 1) KG 38.0000 31,920.00 0.000 0.00 (S) 100 PURE LIVE SEED (TYPE 2) KG 27.0000 14,850.00 0.000 0.00 (S) 101 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 1,160.00 0.000 0.00 (S) 102 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 900.00 0.000 0.00 (S) 103 PLANT ESTABLISHMENT WORK LS 36,000.0000 36,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 IRRIGATION SYSTEM LS 13,690.0000 13,690.00 0.000 0.00 105 NPS 3 SUPPLY LINE (BRIDGE) M 115.0000 17,595.00 0.000 0.00 106 200 MM CORRUGATED HIGH DENSITY M 135.0000 16,200.00 0.000 0.00 (F) POLYETHYLENE PIPE CONDUIT 107 200 MM WELDED STEEL PIPE CONDUIT M 235.0000 2,115.00 0.000 0.00 (SF)(6.35 MM THICK) 108 CLASS 4 AGGREGATE SUBBASE M3 16.0000 316,000.00 0.000 0.00 109 CLASS 2 AGGREGATE BASE M3 95.0000 13,300.00 0.000 0.00 110 AGGREGATE BASE (APPROACH SLAB) M3 43.0000 946.00 0.000 0.00 111 CLASS 3 AGGREGATE BASE M3 38.0000 406,600.00 0.000 0.00 112 LEAN CONCRETE BASE M3 140.0000 334,600.00 0.000 0.00 113 ASPHALT TREATED PERMEABLE BASE M3 110.0000 29,700.00 0.000 0.00 114 ASPHALT CONCRETE (TYPE A) TONN 50.0000 2,625,000.00 0.000 0.00 115 ASPHALT CONCRETE (OPEN GRADED) TONN 44.0000 906,400.00 0.000 0.00 116 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 58.5000 1,866,150.00 0.000 0.00 117 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 2,880.00 0.000 0.00 AREA) 118 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 8,840.00 0.000 0.00 119 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 460.00 0.000 0.00 120 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.0000 900.00 0.000 0.00 121 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.0000 19,560.00 0.000 0.00 122 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.0000 1,660.00 0.000 0.00 123 ASPHALTIC EMULSION (PAINT BINDER) TONN 420.0000 134,400.00 0.000 0.00 124 CONCRETE PAVEMENT M3 205.0000 846,650.00 0.000 0.00 125 REPLACE CONCRETE PAVEMENT M3 585.0000 257,400.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 126 SEAL PAVEMENT JOINT M 4.5000 7,155.00 0.000 0.00 127 SEAL LONGITUDINAL ISOLATION JOINT M 5.0000 21,250.00 0.000 0.00 128 PORTLAND CEMENT CONCRETE BASE M3 300.0000 84,000.00 0.000 0.00 129 FURNISH STEEL PILING (HP 250 X 62) M 20.0000 7,180.00 0.000 0.00 130 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 42,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH STEEL PILING (HP 360 X 132) M 43.0000 134,848.00 0.000 0.00 132 DRIVE STEEL PILE (HP 360 X 132) EA 870.0000 235,770.00 0.000 0.00 (S) 133 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 134.0000 332,722.00 0.000 0.00 (S) PILING 134 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 174.0000 92,916.00 0.000 0.00 (S) PILING (ROCK SOCKET) 135 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,358.0000 243,082.00 0.000 0.00 (S) PILING 136 1.5 M CAST-IN-DRILLED HOLE CONCRETE M 3,000.0000 51,000.00 0.000 0.00 (S) PILING (ROCK SOCKET) 137 FURNISH 380 MM PRECAST PRESTRESSED M 83.0000 205,176.00 0.000 0.00 CONCRETE PILING 138 DRIVE 380 MM PRECAST PRESTRESSED EA 1,200.0000 145,200.00 0.000 0.00 (S) CONCRETE PILE 139 FURNISH PILING (CLASS 625C) M 76.0000 36,480.00 0.000 0.00 (ALTERNATIVE V) 140 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 2,550.0000 51,000.00 0.000 0.00 (S) 141 FURNISH PILING (CLASS 400) M 40.0000 15,920.00 0.000 0.00 142 DRIVE PILE (CLASS 400) EA 1,500.0000 33,000.00 0.000 0.00 (S) 143 TIEBACK ANCHOR EA 870.0000 189,660.00 0.000 0.00 (S) 144 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 270.0000 81,270.00 0.000 0.00 (F) 145 STRUCTURAL CONCRETE, BRIDGE M3 490.0000 1,421,490.00 0.000 0.00 (F) 146 STRUCTURAL CONCRETE, RETAINING WALL M3 301.0000 1,465,569.00 0.000 0.00 (F) 147 STRUCTURAL CONCRETE, APPROACH SLAB M3 541.0000 155,267.00 0.000 0.00 (F) (TYPE N) 148 STRUCTURAL CONCRETE, APPROACH SLAB M3 704.0000 149,952.00 0.000 0.00 (TYPE R) 149 CLASS 2 CONCRETE M3 1,500.0000 64,500.00 0.000 0.00 150 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 486,000.00 0.000 0.00 (F) 151 MINOR CONCRETE (RETAINING WALL) M3 2,700.0000 18,900.00 0.000 0.00 152 MINOR CONCRETE (BACKFILL) M3 128.0000 6,912.00 0.000 0.00 153 DIAPHRAGM BOLSTER EA 469.0000 18,760.00 0.000 0.00 154 ARCHITECTURAL TREATMENT M2 25.0000 79,000.00 0.000 0.00 (F) 155 DRILL AND BOND DOWEL M 30.0000 20,100.00 0.000 0.00 156 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 38.0000 10,032.00 0.000 0.00 157 CLEAN EXPANSION JOINT M 98.0000 32,046.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 RAPID SETTING CONCRETE (PATCH) M3 3,250.0000 9,750.00 0.000 0.00 159 GRIND BRIDGE DECK M2 100.0000 8,800.00 0.000 0.00 (SF) 160 CORE CONCRETE (0 - 50 MM) M 200.0000 32,800.00 0.000 0.00 (S) 161 CORE CONCRETE (251 MM - 300 MM) M 600.0000 21,600.00 0.000 0.00 (S) 162 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 141.0000 412,002.00 0.000 0.00 (F) 163 SOUND WALL (MASONRY BLOCK) M2 196.0000 431,200.00 0.000 0.00 (SF) 164 JOINT SEAL (TYPE A) M 85.0000 6,630.00 0.000 0.00 (SF) 165 JOINT SEAL (MR 30 MM) M 186.0000 63,984.00 0.000 0.00 (SF) 166 JOINT SEAL (MR 15 MM) M 280.0000 3,080.00 0.000 0.00 (S) 167 JOINT SEAL (MR 40 MM) M 335.0000 16,750.00 0.000 0.00 (SF) 168 JOINT SEAL (MR 50 MM) M 335.0000 23,785.00 0.000 0.00 (S) 169 BAR REINFORCING STEEL KG 4.0000 10,956.00 0.000 0.00 (SF) 170 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 761,112.00 0.000 0.00 (SF) 171 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 575,985.00 0.000 0.00 (F) 172 SHOTCRETE M3 789.0000 157,011.00 0.000 0.00 (F) 173 TREAT BRIDGE DECK M2 4.0000 19,312.00 0.000 0.00 (F) 174 FURNISH BRIDGE DECK TREATMENT MATERIAL L 16.0000 42,928.00 0.000 0.00 (F) (LOW ODOR) 175 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 368,620.00 0.000 0.00 (F) 176 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 92,155.00 0.000 0.00 (SF) 177 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 93,275.00 0.000 0.00 (SF) 178 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 18,655.00 0.000 0.00 (SF) 179 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 71,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 180 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 88,800.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 181 1220 MM CAST-IN-DRILLED-HOLE M 1,800.0000 10,800.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 182 METAL (BARRIER MOUNTED SIGN) KG 12.0000 25,800.00 0.000 0.00 183 ROADSIDE SIGN - ONE POST EA 350.0000 9,800.00 0.000 0.00 184 ROADSIDE SIGN - TWO POST EA 1,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,200.00 0.000 0.00 METHOD) 186 INSTALL SIGN (SELF ADHESIVE PANEL) EA 175.0000 700.00 0.000 0.00 187 INSTALL SIGN OVERLAY M2 120.0000 15,600.00 0.000 0.00 188 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 5,100.00 0.000 0.00 189 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 2,100.00 0.000 0.00 190 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 115.0000 269,100.00 0.000 0.00 191 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 140.0000 19,600.00 0.000 0.00 192 600 MM ALTERNATIVE PIPE CULVERT M 85.0000 1,955.00 0.000 0.00 193 750 MM ALTERNATIVE PIPE CULVERT M 225.0000 4,050.00 0.000 0.00 194 450 MM PLASTIC PIPE (CORRUGATED M 135.0000 12,690.00 0.000 0.00 INTERIOR) 195 450 MM REINFORCED CONCRETE PIPE M 400.0000 25,600.00 0.000 0.00 196 600 MM REINFORCED CONCRETE PIPE M 245.0000 16,660.00 0.000 0.00 197 750 MM REINFORCED CONCRETE PIPE M 350.0000 20,650.00 0.000 0.00 198 900 MM REINFORCED CONCRETE PIPE M 530.0000 5,300.00 0.000 0.00 199 1050 MM REINFORCED CONCRETE PIPE M 650.0000 1,950.00 0.000 0.00 200 1500 MM REINFORCED CONCRETE PIPE M 775.0000 19,375.00 0.000 0.00 201 865 MM X 560 MM OVAL SHAPED REINFORCED M 450.0000 31,500.00 0.000 0.00 CONCRETE PIPE 202 300 MM BITUMINOUS COATED CORRUGATED M 160.0000 28,800.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 203 450 MM BITUMINOUS COATED CORRUGATED M 170.0000 12,750.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 204 750 MM BITUMINOUS COATED CORRUGATED M 390.0000 14,820.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 205 1500 MM BITUMINOUS COATED CORRUGATED M 600.0000 9,000.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 206 300 MM SLOTTED CORRUGATED STEEL PIPE M 180.0000 30,600.00 0.000 0.00 (1.63 MM THICK) 207 450 MM SLOTTED CORRUGATED STEEL PIPE M 180.0000 513,000.00 0.000 0.00 (1.63 MM THICK) 208 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 64,250.00 0.000 0.00 209 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 22,500.00 0.000 0.00 210 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 2,200.00 0.000 0.00 (1.63 MM THICK) 211 300 MM ANCHOR ASSEMBLY EA 175.0000 12,250.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 450 MM TO 300 MM CORRUGATED STEEL EA 218.0000 436.00 0.000 0.00 REDUCER (1.63 MM THICK) 213 300 MM BITUMINOUS COATED CORRUGATED M 1,300.0000 7,800.00 0.000 0.00 STEEL PIPE RISER (1.63 MM THICK) 214 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 300.0000 4,500.00 0.000 0.00 215 300 MM ALTERNATIVE FLARED END SECTION EA 150.0000 150.00 0.000 0.00 216 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 3,300.00 0.000 0.00 217 750 MM AUTOMATIC DRAINAGE GATE EA 3,100.0000 3,100.00 0.000 0.00 218 ROCK SLOPE PROTECTION M3 165.0000 28,050.00 0.000 0.00 (FACING, METHOD B) 219 CONCRETE (DITCH LINING) M3 2,400.0000 2,400.00 0.000 0.00 220 CONCRETED-ROCK SLOPE PROTECTION M3 210.0000 3,780.00 0.000 0.00 (FACING, METHOD B) 221 ROCK SLOPE PROTECTION FABRIC M2 1.0000 490.00 0.000 0.00 222 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 45,500.00 0.000 0.00 CONSTRUCTION) 223 MINOR CONCRETE (GUTTER) M 90.0000 12,870.00 0.000 0.00 (F) 224 MISCELLANEOUS IRON AND STEEL KG 2.0000 81,310.00 0.000 0.00 (F) 225 MISCELLANEOUS METAL KG 11.0000 27,335.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 226 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 17,750.00 0.000 0.00 (SF) 227 MISCELLANEOUS METAL (RETAINING WALL) KG 10.0000 26,810.00 0.000 0.00 (SF) 228 INSTALL MEDIAN DECK DRAIN EA 74.0000 5,106.00 0.000 0.00 (SF) 229 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 11,000.00 0.000 0.00 (S) 230 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 101,600.00 0.000 0.00 231 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 200.0000 34,000.00 0.000 0.00 (SF) 232 CONCRETE BARRIER (TYPE 27A) M 172.0000 48,160.00 0.000 0.00 233 CONCRETE BARRIER (TYPE 27SV) M 349.0000 76,780.00 0.000 0.00 234 CONCRETE BARRIER (TYPE 50) M 578.0000 63,580.00 0.000 0.00 235 CONCRETE BARRIER (TYPE 50R) M 645.0000 96,750.00 0.000 0.00 236 CONCRETE BARRIER (TYPE 50C) M 410.0000 11,070.00 0.000 0.00 237 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 56,000.00 0.000 0.00 238 CRASH CUSHION, SAND FILLED EA 5,600.0000 5,600.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CRASH CUSHION (ADIEM) EA 25,000.0000 25,000.00 0.000 0.00 (S) 240 CONCRETE BARRIER (TYPE 60) M 110.0000 261,800.00 0.000 0.00 241 CONCRETE BARRIER (TYPE 60C) M 178.0000 275,900.00 0.000 0.00 242 CONCRETE BARRIER (TYPE 60D) M 178.0000 26,700.00 0.000 0.00 243 CONCRETE BARRIER (TYPE 60D MODIFIED) M 180.0000 34,380.00 0.000 0.00 (F) 244 CONCRETE BARRIER (TYPE 60E) M 567.0000 90,720.00 0.000 0.00 245 CONCRETE BARRIER (TYPE 60R) M 630.0000 41,580.00 0.000 0.00 246 CONCRETE BARRIER (TYPE 736) M 160.0000 198,560.00 0.000 0.00 (F) 247 CONCRETE BARRIER (TYPE 736A) M 124.0000 70,680.00 0.000 0.00 248 CONCRETE BARRIER (TYPE 736B) M 310.0000 43,400.00 0.000 0.00 249 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 20,640.00 0.000 0.00 (S) 250 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 47,800.00 0.000 0.00 (S) 251 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,610.00 0.000 0.00 (S) 252 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,200.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 253 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 410.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 254 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 33,000.00 0.000 0.00 (S) 255 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 28,500.00 0.000 0.00 (S) 256 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.000 0.00 (S) (STAGE CONSTRUCTION) 257 LIGHTING AND SIGN ILLUMINATION LS 540,000.0000 540,000.00 0.000 0.00 (S) 258 SPRINKLER CONTROL CONDUIT (BRIDGE) M 15.0000 2,325.00 0.000 0.00 (SF) 259 TRAFFIC OPERATIONS SYSTEM LS 700,000.0000 700,000.00 0.000 0.00 260 CAMERA UNIT EA 9,350.0000 9,350.00 0.000 0.00 (S) 261 PAN/TILT UNIT EA 4,920.0000 4,920.00 0.000 0.00 (S) 262 CAMERA CONTROL UNIT EA 5,135.0000 5,135.00 0.000 0.00 (S) 263 VIDEO ENCODER UNIT EA 25,550.0000 25,550.00 0.000 0.00 (S) 264 INTEGRATED SERVICES DIGITAL NETWORK EA 3,220.0000 3,220.00 0.000 0.00 (S) TERMINAL ADAPTER UNIT 265 CELLULAR DIGITAL PACKET DATA WIRELESS EA 2,100.0000 23,100.00 0.000 0.00 (S) MODEM PROGRAM CAS145 PAGE 11 DATE 04/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 01:05 PM ESTIMATE NO. 02 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 04/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 290,947.60 357,083.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 290,947.60 357,083.60 266 MOBILIZATION LS 2900,000.0000 2,900,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 31,954,607.00 TOTAL WORK COMPLETED 290,947.60 357,083.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 290,947.60 357,083.60 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 03/03/03 650 03/18/03 03/18/03 10/28/05 20 4 0 1 1% 5% PROGRESS IS SATISFACTORY C. BOUZAR/ A. BSAGHERLI RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 04/18/03