PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/17/03 EST. NO.05 TIME 11:59 AM R.E. NAME: ANIGOL MAHANTESH 04-0T1444 --------------------------------------------------------------------------- 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 06/17/03 EST. NO.05 TIME 11:59 AM R.E. NAME: ANIGOL MAHANTESH 04-0T1444 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 222 -1,637.92 04 OVERBID ITEM NO. 222 -818.96 05 -818.96 -2,456.88 TOTAL DEDUCTIONS -818.96 -2,456.88 PROGRAM CAS145 PAGE 1 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 LOCATION PROGRESS ESTIMATE 04-SOL-37-9.3/10.5 ----------------- 04-SOL-29-4.7/5.9 O C JONES AND SONS INC AND IN SOLANO COUNTY IN VALLEJO FROM M C M CONSTRUCTION INC A JOINT 0.1 KM WEST OF ENTERPRISE STREET VENTURE TO 0.6 KM EAST OF DIABLO STREET 1520 FOURTH STREET BERKELEY CA 94710 FED. AID NO. NH- ( ) CONSTRUCT FREEWAY AND 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 1,500.0000 1,500.00 0.250 375.0 002 TIME-RELATED OVERHEAD WDAY 1,100.0000 550,000.00 20.000 22,000.00 38.000 41,800.0 003 TEMPORARY FENCE (TYPE ESA) M 10.0000 21,100.00 1,832.000 18,320.0 004 300 MM TEMPORARY FLARED END SECTION EA 300.0000 2,700.00 0.000 0.0 005 300 MM TEMPORARY CULVERT M 110.0000 8,690.00 0.000 0.0 006 300 MM TEMPORARY CORRUGATED STEEL PIPE M 150.0000 14,250.00 0.000 0.0 007 450 MM TEMPORARY FLARED END SECTION EA 285.0000 855.00 4.000 1,140.00 4.000 1,140.0 008 450 MM TEMPORARY CULVERT M 185.0000 15,540.00 120.500 22,292.50 120.500 22,292.5 009 450 MM TEMPORARY SLOTTED CORRUGATED M 325.0000 7,150.00 0.000 0.0 STEEL PIPE (1.63 MM THICK) 010 TEMPORARY SEDIMENTATION BASIN EA 4,300.0000 12,900.00 0.000 0.0 011 TEMPORARY INLET COVER EA 250.0000 1,000.00 0.000 0.0 012 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.750 1,125.0 (S) PREVENTION PLAN 013 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.000 0.0 014 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 14,800.00 3.000 11,100.0 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 3.500 14,000.0 016 TEMPORARY SILT FENCE M 10.0000 37,500.00 2,092.990 20,929.9 017 TEMPORARY COVER LS 25,000.0000 25,000.00 0.025 625.0 018 TEMPORARY DRAIN INLET PROTECTION EA 425.0000 4,250.00 10.000 4,250.0 019 CONSTRUCTION AREA SIGNS LS 13,700.0000 13,700.00 0.075 1,027.5 (S) 020 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.100 1,000.00 0.350 3,500.0 (S) 021 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,200.00 43.000 1,505.0 (S) 022 TEMPORARY RAILING (TYPE K) M 22.0000 89,980.00 2,206.760 48,548.7 (S) PROGRAM CAS145 PAGE 2 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 175.0000 33,250.00 78.000 13,650.0 (S) 024 ABANDON CULVERT EA 340.0000 2,720.00 0.000 0.0 025 ABANDON INLET EA 795.0000 2,385.00 0.000 0.0 026 REMOVE CHAIN LINK FENCE M 10.0000 16,900.00 107.000 1,070.00 2,272.000 22,720.0 027 REMOVE FLARED END SECTION EA 275.0000 1,375.00 0.000 0.0 028 REMOVE PAINTED TRAFFIC STRIPE M 2.3000 17,020.00 0.000 0.0 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.3000 660.00 607.000 2,003.1 STRIPE 030 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 4,620.00 0.000 0.0 031 REMOVE PAVEMENT MARKER EA 1.0000 840.00 376.000 376.0 032 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,900.00 0.000 0.0 033 REMOVE ROADSIDE SIGN EA 50.0000 200.00 0.000 0.0 (STRAP AND SADDLE BRACKET METHOD) 034 REMOVE ASPHALT CONCRETE M2 30.0000 1,200.00 0.000 0.0 035 REMOVE ASPHALT CONCRETE DIKE M 10.0000 920.00 0.000 0.0 036 REMOVE DRAINAGE GATE EA 500.0000 500.00 0.000 0.0 037 REMOVE CULVERT EA 650.0000 2,600.00 0.000 0.0 038 CLEAN 600 MM DRAINAGE FACILITY EA 3,300.0000 3,300.00 0.000 0.0 039 REMOVE INLET EA 535.0000 2,675.00 0.000 0.0 040 REMOVE HEADWALL EA 865.0000 2,595.00 0.000 0.0 041 REMOVE EXISTING SOUND WALL M2 10.0000 11,800.00 0.000 0.0 042 REMOVE BASE AND SURFACING M3 12.0000 55,680.00 0.000 0.0 043 SALVAGE DOUBLE THRIE BEAM BARRIER M 33.0000 15,840.00 480.000 15,840.0 044 SALVAGE METAL BEAM GUARD RAILING M 27.0000 1,944.00 0.000 0.0 045 SALVAGE CONCRETE BARRIER (TYPE K) M 9.0000 8,190.00 0.000 0.0 046 ADJUST INLET EA 500.0000 500.00 0.000 0.0 047 ADJUST MANHOLE TO GRADE EA 500.0000 500.00 0.000 0.0 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 20,940.00 0.000 0.0 (S) (45 MM MAXIMUM) 049 REMOVE CONCRETE M3 1,000.0000 3,000.00 0.000 0.0 PROGRAM CAS145 PAGE 3 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CAP INLET EA 250.0000 250.00 0.000 0.0 051 SALVAGE CRASH CUSHION EA 1,000.0000 4,000.00 0.000 0.0 052 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.450 9,000.00 0.750 15,000.0 053 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.000 0.0 054 ROADWAY EXCAVATION M3 6.0000 1,440,000.00 27,700.000 166,200.00 83,832.000 502,992.0 055 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 44,250.00 0.000 0.0 (AERIALLY DEPOSITED LEAD) 056 SITE REMEDIATION (EXCAVATION) M3 92.0000 46,000.00 0.000 0.0 (S) 057 CLASS II WASTE DISPOSAL TONN 40.4000 35,956.00 0.000 0.0 (S) 058 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.200 1,000.0 (S) 059 HEALTH, SAFETY AND WORK PLAN LS 8,000.0000 8,000.00 0.500 4,000.0 (S) 060 REMEDIAL ACTION COMPLETION REPORT LS 4,600.0000 4,600.00 0.000 0.0 (S) 061 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 129,675.00 880.000 22,000.0 (F) 062 STRUCTURE EXCAVATION (TYPE D) M3 80.0000 393,920.00 556.000 44,480.00 676.000 54,080.0 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 15,600.00 624.000 15,600.0 (F) 064 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 14,240.00 0.000 0.0 (F) (TYPE D) 065 STRUCTURE BACKFILL (BRIDGE) M3 22.0000 152,614.00 525.000 11,550.00 525.000 11,550.0 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) M3 18.0000 52,020.00 2,460.000 44,280.00 2,460.000 44,280.0 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 6,500.00 23.000 1,150.00 92.000 4,600.0 (F) WALL) 068 EARTH RETAINING STRUCTURE M2 500.0000 860,000.00 982.000 491,000.00 982.000 491,000.0 (F) 069 IMPORTED BORROW TONN 4.5000 2,407,500.00 243,000.000 1,093,500.00 329,300.000 1,481,850.0 070 INSTRUMENTATION INSTALLATION AND LS 25,000.0000 25,000.00 0.000 0.0 MONITORING 071 DRAIN OUTLET PROTECTION EA 450.0000 3,600.00 0.000 0.0 (S) 072 EROSION CONTROL (NETTING) M2 3.0000 35,700.00 0.000 0.0 (S) 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 0.000 0.0 (S) 074 STRAW (EROSION CONTROL) TONN 375.0000 13,875.00 0.000 0.0 (S) 075 FIBER (EROSION CONTROL) KG 0.9000 5,328.00 0.000 0.0 (S) 076 FIBER ROLLS M 4.9200 39,852.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 4 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FLARED END SECTION PROTECTION EA 375.0000 3,375.00 1.000 375.00 5.000 1,875.0 (S) 078 TEE DISSIPATER PROTECTION EA 375.0000 3,000.00 0.000 0.0 (S) 079 COMPOST (EROSION CONTROL) KG 0.5200 9,048.00 0.000 0.0 (S) 080 PURE LIVE SEED (EROSION CONTROL) KG 43.0000 33,110.00 0.000 0.0 (S) 081 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 1,300.00 0.000 0.0 (S) 082 NPS 2 SUPPLY LINE (BRIDGE) M 100.0000 23,600.00 0.000 0.0 (F) 083 WATER METER EA 28,300.0000 84,900.00 0.000 0.0 (S) 084 200 MM CORRUGATED HIGH DENSITY M 75.0000 3,600.00 0.000 0.0 POLYETHYLENE PIPE CONDUIT 085 CLASS 4 AGGREGATE SUBBASE M3 27.0000 723,600.00 0.000 0.0 086 CLASS 3 AGGREGATE BASE M3 33.0000 620,400.00 0.000 0.0 087 ASPHALT TREATED PERMEABLE BASE M3 80.0000 292,800.00 0.000 0.0 088 ASPHALT CONCRETE (TYPE A) TONN 44.0000 1,834,800.00 0.000 0.0 089 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 14,700.00 0.000 0.0 AREA) 090 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.7500 3,795.00 0.000 0.0 091 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.7500 2,640.00 0.000 0.0 092 LIQUID ASPHALT (PRIME COAT) TONN 250.0000 250.00 0.000 0.0 093 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 14,000.00 0.000 0.0 094 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 322,700.00 629.000 44,030.00 629.000 44,030.0 095 DRIVE STEEL PILE (HP 360 X 174) EA 600.0000 145,200.00 36.000 21,600.00 36.000 21,600.0 (S) 096 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 214,500.00 0.000 0.0 (S) PILING 097 1.68 M CAST-IN-DRILLED HOLE CONCRETE M 1,000.0000 159,000.00 0.000 0.0 (SF)PILING 098 2.14 M CAST-IN-DRILLED HOLE CONCRETE M 1,500.0000 219,000.00 0.000 0.0 (SF)PILING 099 FURNISH PILING (CLASS 900C) M 35.0000 228,200.00 534.000 18,690.00 1,085.000 37,975.0 100 DRIVE PILE (CLASS 900C) EA 600.0000 254,400.00 40.000 24,000.00 80.000 48,000.0 (S) 101 FURNISH PILING (CLASS 625C) M 33.0000 98,010.00 0.000 0.0 102 DRIVE PILE (CLASS 625C) EA 600.0000 122,400.00 0.000 0.0 (S) 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 PROGRAM CAS145 PAGE 5 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 625) M 37.0000 51,800.00 0.000 0.0 (ALTERNATIVE V) 105 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 700.0000 108,500.00 0.000 0.0 (S) 106 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 60.0000 167,400.00 0.000 0.0 PILING (BARRIER) 107 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 0.000 0.0 (S) 108 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 840,600.00 123.000 36,900.00 277.000 83,100.0 (F) 109 STRUCTURAL CONCRETE, BRIDGE M3 521.0000 9,473,343.00 13.000 6,773.00 223.000 116,183.0 (F) 110 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 254,400.00 22.000 6,600.00 590.000 177,000.0 (F) 111 STRUCTURAL CONCRETE, BARRIER SLAB M3 250.0000 52,250.00 0.000 0.0 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 191,000.00 0.000 0.0 (F) (TYPE N) 113 MINOR CONCRETE (MINOR STRUCTURE) M3 1,235.0000 132,145.00 0.000 0.0 (F) 114 ARCHITECTURAL TREATMENT M2 75.0000 175,575.00 19.000 1,425.00 542.000 40,650.0 (F) 115 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 78,000.00 0.000 0.0 (S) BULB-TEE GIRDER (25 M -30 M) 116 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,500.0000 346,500.00 0.000 0.0 (S) BULB-TEE GIRDER (35 M -40 M) 117 ERECT PRECAST CONCRETE GIRDER EA 1,000.0000 27,000.00 0.000 0.0 (S) 118 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 456,000.00 0.000 0.0 (F) 119 SOUND WALL (MASONRY BLOCK) M2 120.0000 156,000.00 0.000 0.0 (SF) 120 PTFE BEARING EA 1,500.0000 30,000.00 0.000 0.0 (S) 121 JOINT SEAL (MR 30 MM) M 70.0000 5,950.00 0.000 0.0 (S) 122 JOINT SEAL ASSEMBLY (MR 80 MM) M 125.0000 11,000.00 0.000 0.0 (S) 123 JOINT SEAL ASSEMBLY (MR 90 MM) M 130.0000 1,950.00 0.000 0.0 (S) 124 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 850.0000 40,800.00 0.000 0.0 (S) 125 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,000.0000 34,000.00 0.000 0.0 (S) 126 JOINT SEAL (MR 40 MM) M 80.0000 720.00 0.000 0.0 (S) 127 JOINT SEAL (MR 50 MM) M 90.0000 810.00 0.000 0.0 (S) 128 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 2,816,880.00 17,926.000 17,926.00 52,639.000 52,639.0 (SF) 129 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 67,410.00 1,490.000 1,564.50 40,000.000 42,000.0 (SF) 130 BAR REINFORCING STEEL (EPOXY COATED) KG 1.7000 337,450.00 0.000 0.0 (SF)(BRIDGE) PROGRAM CAS145 PAGE 6 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 HEADED BAR REINFORCEMENT EA 20.0000 920.00 0.000 0.0 (S) 132 FURNISH SIGN STRUCTURE (TRUSS) KG 5.6500 90,343.50 0.000 0.0 (SF) 133 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6500 10,393.50 0.000 0.0 (SF) 134 920 MM CAST-IN-DRILLED-HOLE M 800.0000 19,200.00 0.000 0.0 (S) CONCRETE PILE (SIGN FOUNDATION) 135 METAL (RAIL MOUNTED SIGN) KG 19.0000 3,800.00 0.000 0.0 136 ROADSIDE SIGN - ONE POST EA 240.0000 14,160.00 0.000 0.0 137 ROADSIDE SIGN - TWO POST EA 600.0000 3,600.00 0.000 0.0 138 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,000.00 0.000 0.0 METHOD) 139 INSTALL SIGN PANEL ON EXISTING FRAME M2 223.0000 6,467.00 0.000 0.0 140 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 180.0000 2,700.00 0.000 0.0 141 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 180.0000 82,800.00 8.800 1,584.0 142 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 180.0000 19,800.00 0.000 0.0 143 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 165.0000 24,750.00 0.000 0.0 144 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 190.0000 60,800.00 21.500 4,085.0 145 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 190.0000 11,780.00 0.000 0.0 146 750 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 230.0000 34,500.00 0.000 0.0 147 750 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 244.0000 11,956.00 0.000 0.0 148 600 MM REINFORCED CONCRETE PIPE M 334.0000 17,702.00 0.000 0.0 149 JACKED 600 MM REINFORCED CONCRETE PIPE M 975.0000 59,475.00 0.000 0.0 (CLASS III) 150 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,200.0000 79,200.00 0.000 0.0 (CLASS III) 151 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,200.0000 60,000.00 0.000 0.0 (CLASS IV) 152 JACKED 600 MM REINFORCED CONCRETE PIPE M 975.0000 71,175.00 0.000 0.0 (CLASS V) 153 300 MM BITUMINOUS COATED CORRUGATED M 127.0000 27,940.00 0.000 0.0 STEEL PIPE (1.63 MM THICK) 154 450 MM BITUMINOUS COATED CORRUGATED M 190.0000 9,690.00 0.000 0.0 STEEL PIPE (1.63 MM THICK) 155 450 MM SLOTTED CORRUGATED STEEL PIPE M 152.0000 17,632.00 0.000 0.0 (1.63 MM THICK) 156 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 48,400.00 0.000 0.0 157 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 8,000.00 0.000 0.0 PROGRAM CAS145 PAGE 7 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CLASS 3 PERMEABLE MATERIAL M3 42.0000 57,120.00 0.000 0.0 159 200 MM ALTERNATIVE PIPE UNDERDRAIN M 65.0000 16,250.00 0.000 0.0 160 ANCHOR ASSEMBLY EA 317.0000 11,412.00 0.000 0.0 161 750 MM CONCRETE FLARED END SECTION EA 963.0000 3,852.00 0.000 0.0 162 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 1,375.00 0.000 0.0 (TYPE A) 163 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 825.00 0.000 0.0 (TYPE B) 164 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 275.00 0.000 0.0 (TYPE C) 165 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 2.000 600.0 (TYPE A) 166 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 0.000 0.0 (TYPE B) 167 750 MM ALTERNATIVE FLARED END SECTION EA 460.0000 460.00 0.000 0.0 (TYPE C) 168 DEBRIS RACK EA 2,500.0000 2,500.00 0.000 0.0 169 600 MM CHECK VALVE EA 11,850.0000 11,850.00 0.000 0.0 170 MANHOLE (TYPE C) EA 12,000.0000 12,000.00 0.000 0.0 171 VALLEJO SANITARY FLOOD CONTROL DISTRICT EA 3,300.0000 3,300.00 0.000 0.0 MANHOLE TYPE A 172 VALLEJO SANITARY FLOOD CONTROL DISTRICT EA 3,400.0000 3,400.00 0.000 0.0 MANHOLE TYPE B 173 MINOR CONCRETE (BACKFILL) M3 200.0000 1,600.00 0.000 0.0 174 ROCK SLOPE PROTECTION M3 140.0000 5,600.00 0.000 0.0 (FACING, METHOD B) 175 ROCK SLOPE PROTECTION M3 236.0000 1,652.00 0.000 0.0 (BACKING NO. 2, METHOD B) 176 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 7,050.00 0.000 0.0 177 SLOPE PAVING (CONCRETE) M3 400.0000 42,000.00 0.000 0.0 (F) 178 ROCK SLOPE PROTECTION FABRIC M2 2.0000 160.00 0.000 0.0 179 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 81,250.00 0.000 0.0 CONSTRUCTION) 180 MINOR CONCRETE (GUTTER) M3 410.0000 4,100.00 0.000 0.0 (F) 181 MISCELLANEOUS IRON AND STEEL KG 2.5000 24,902.50 0.000 0.0 (SF) 182 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 99,575.00 0.000 0.0 (F) 183 CHAIN LINK FENCE (TYPE CL-1.8) M 22.9000 31,602.00 0.000 0.0 (S) 184 CHAIN LINK GATE EA 900.0000 5,400.00 0.000 0.0 PROGRAM CAS145 PAGE 8 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 DELINEATOR (CLASS 1) EA 36.0000 4,320.00 0.000 0.0 186 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 80,600.00 0.000 0.0 (S) 187 TUBULAR HANDRAILING M 200.0000 2,800.00 0.000 0.0 (SF) 188 CONCRETE BARRIER (TYPE 27SV) M 120.0000 151,200.00 0.000 0.0 189 CABLE RAILING M 25.5000 3,162.00 0.000 0.0 (SF) 190 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 16,000.00 0.000 0.0 (S) 191 CRASH CUSHION, SAND FILLED EA 4,200.0000 8,400.00 0.000 0.0 (S) 192 CONCRETE BARRIER (TYPE 60) M 91.7000 217,329.00 0.000 0.0 193 CONCRETE BARRIER (TYPE 60A) M 110.0000 57,860.00 0.000 0.0 (F) 194 CONCRETE BARRIER (TYPE 732) M 100.0000 19,100.00 0.000 0.0 (F) 195 CONCRETE BARRIER (TYPE 732 MODIFIED) M 105.0000 229,530.00 0.000 0.0 (F) 196 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 42,570.00 0.000 0.0 (S) 197 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9800 22,148.00 0.000 0.0 (S) 198 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 1,573.00 0.000 0.0 (S) 199 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9700 4,294.60 0.000 0.0 (S) 200 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 287.00 0.000 0.0 (S) (BROKEN 1.83 M - 0.30 M) 201 150 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9800 205.80 0.000 0.0 (S) (BROKEN 2.44 M - 1.22 M) 202 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 369.00 0.000 0.0 (S) (BROKEN 2.59 M - 2.14 M) 203 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 1,262.80 0.000 0.0 (S) (BROKEN 5.18 M - 2.14 M) 204 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 1,492.40 0.000 0.0 (S) (BROKEN 5.49 - 3.66 M) 205 PAINT TRAFFIC STRIPE (1-COAT) M 0.9800 13,916.00 3,881.000 3,803.3 (S) 206 PAINT PAVEMENT MARKING M2 8.2000 410.00 0.000 0.0 207 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 3,587.50 0.000 0.0 (S) 208 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,990.00 203.000 710.5 (S) 209 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.000 0.0 210 SIGNAL AND LIGHTING (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.0 211 MODIFY SIGNAL AND LIGHTING LS 35,000.0000 35,000.00 0.000 0.0 (S) (LOCATION 3 - CITY) PROGRAM CAS145 PAGE 9 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING (LOCATION 4 - CITY) LS 30,000.0000 30,000.00 0.000 0.0 (S) 213 LIGHTING AND SIGN ILLUMINATION LS 236,000.0000 236,000.00 0.000 0.0 214 TRAFFIC OPERATIONS SYSTEM LS 50,000.0000 50,000.00 0.000 0.0 (S) 215 CAMERA UNIT EA 6,500.0000 13,000.00 0.000 0.0 (S) 216 PAN/TILT UNIT EA 4,250.0000 8,500.00 0.000 0.0 (S) 217 CAMERA CONTROL UNIT EA 4,000.0000 8,000.00 0.000 0.0 (S) 218 VIDEO ENCODER UNIT EA 20,000.0000 40,000.00 0.000 0.0 (S) 219 INTEGRATED SERVICES DATA NETWORK EA 750.0000 1,500.00 0.000 0.0 (S) TERMINAL ADAPTER (ISDN TA) 220 SPRINKLER CONTROL CONDUIT (BRIDGE) M 30.0000 7,080.00 0.000 0.0 (SF) 221 ELECTRONIC MOBILE DAILY DIARY LS 1,000.0000 1,000.00 0.000 0.0 PROGRAM CAS145 PAGE 10 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,088,546.00 3,568,914.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,088,546.00 3,568,914.60 222 MOBILIZATION LS 3500,000.0000 3,500,000.00 0.250 875,000.00 0.750 2,625,000.0 ORIGINAL CONTRACT AMOUNT 34,967,241.60 TOTAL WORK COMPLETED 2,963,546.00 6,193,914.60 MATERIALS ON HAND ON SITE 1,221,216.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -818.96 -2,456.88 TOTAL 2,962,727.04 7,412,674.04 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 222 MOBILIZATION 3,496,724.16 3,500,000.00 3,275.84 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 12/26/02 500 01/23/03 01/10/03 05/03/05 38 0 0 0 18% 8% PROGRESS IS SATISFACTORY ANIGOL MAHANTESH RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 06/17/03