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 05/20/02 EST. NO.04 TIME 11:40 AM R.E. NAME: TSIGELMAN, IGOR 04-006064 --------------------------------------------------------------------------- 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 05/20/02 EST. NO.04 TIME 11:40 AM R.E. NAME: TSIGELMAN, IGOR 04-006064 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 LOCATION PROGRESS ESTIMATE 04-SOL-680-L0.3/1.0 ----------------- 04-SOL-780-0.7/1.5 C.C. MYERS IN SOLANO AND CONTRA COSTA COUNTIES IN BENICIA AND MARTINEZ ON ROUTES 680 AND 780 INTERCHANGE FED. AID NO. ACIM-680 -1(54)56N CONSTRUCT BRIDGE INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 10,000.0000 10,000.00 0.036 360.00 0.101 1,010.00 SYSTEM DATA DELIVERY 002 TIME-RELATED OVERHEAD WDAY 7,000.0000 4,760,000.00 20.000 140,000.00 74.000 518,000.00 003 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.050 750.00 0.200 3,000.00 004 TEMPORARY FENCE (TYPE CL-1.8) M 13.0000 4,940.00 193.070 2,509.91 569.070 7,397.91 005 6.10 M TEMPORARY CHAIN LINK GATE EA 1,500.0000 1,500.00 0.000 0.00 006 NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 0.000 0.00 007 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.050 750.00 0.750 11,250.00 PREVENTION PLAN 008 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.020 2,000.00 0.040 4,000.00 009 TEMPORARY COVER M2 5.0000 30,000.00 0.000 0.00 010 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 11,050.00 5.000 3,250.00 011 TEMPORARY FENCE (TYPE ESA) M 16.0000 4,800.00 0.000 0.00 012 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 16,800.00 1.000 1,200.00 013 TEMPORARY ENTRANCE/EXIT EA 4,000.0000 60,000.00 2.000 8,000.00 014 TEMPORARY EROSION CONTROL M2 2.0000 100,000.00 0.000 0.00 015 TEMPORARY SILT FENCE M 13.0000 39,000.00 488.000 6,344.00 016 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.650 26,000.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.030 6,000.00 0.060 12,000.00 (S) 018 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8500 32,810.00 1,455.410 1,237.10 4,589.410 3,901.00 019 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,120.00 0.000 0.00 (LEFT IN PLACE) 020 TEMPORARY PAVEMENT MARKER EA 4.0000 8,440.00 95.000 380.00 265.000 1,060.00 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,000.0000 12,000.00 2.000 2,000.00 2.000 2,000.00 (S) 022 TEMPORARY RAILING (TYPE K) M 25.0000 285,000.00 463.300 11,582.50 2,286.020 57,150.50 PROGRAM CAS145 PAGE 2 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 59,500.00 30.000 5,250.00 024 ABANDON CULVERT M 25.0000 5,500.00 0.000 0.00 025 ABANDON CORRUGATED STEEL PIPE EA 600.0000 600.00 1.000 600.00 026 ABANDON INLET EA 400.0000 2,000.00 0.000 0.00 027 ABANDON WATER PIPELINE EA 650.0000 2,600.00 0.000 0.00 028 ABANDON SEWER EA 1,000.0000 1,000.00 1.000 1,000.00 029 OBLITERATE SURFACING M2 3.5000 25,235.00 0.000 0.00 030 REMOVE CHAIN LINK FENCE M 26.0000 55,380.00 1,533.450 39,869.70 1,533.450 39,869.70 031 REMOVE METAL BEAM GUARD RAILING M 16.0000 19,360.00 329.400 5,270.40 367.810 5,884.96 032 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 23,200.00 185.000 370.00 679.000 1,358.00 033 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.0000 22,470.00 0.000 0.00 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 18,875.00 489.000 1,222.50 1,306.000 3,265.00 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.2000 19,936.00 274.000 876.80 1,388.000 4,441.60 STRIPE 036 REMOVE PAVEMENT MARKER EA 1.2500 4,200.00 165.000 206.25 729.000 911.25 037 REMOVE ROADSIDE SIGN (WOOD POST) EA 85.0000 2,380.00 0.000 0.00 038 REMOVE ROADSIDE SIGN EA 50.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 1.000 2,500.00 040 REMOVE ASPHALT CONCRETE M3 16.0000 8,480.00 0.000 0.00 041 REMOVE OVERSIDE DRAIN M 30.0000 4,200.00 59.000 1,770.00 136.000 4,080.00 042 REMOVE CULVERT M 33.0000 5,280.00 0.000 0.00 043 REMOVE PIPE (HORIZONTAL DRAIN) M 11.0000 9,130.00 0.000 0.00 044 CLEAN 700 MM DRAINAGE FACILITY EA 3,000.0000 3,000.00 0.000 0.00 045 CLEAN 450 MM DRAINAGE FACILITY EA 3,000.0000 3,000.00 0.000 0.00 046 STORM DRAIN VIDEO SURVEY EA 4,000.0000 8,000.00 0.000 0.00 047 REMOVE INLET EA 500.0000 5,500.00 0.000 0.00 048 REMOVE HEADWALL EA 400.0000 1,200.00 1.000 400.00 049 REMOVE SEWER MANHOLE EA 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE JUNCTION BOX EA 600.0000 600.00 0.000 0.00 051 REMOVE CONCRETE BOX EA 1,000.0000 1,000.00 1.000 1,000.00 052 RELOCATE HYDRANT EA 1,200.0000 1,200.00 0.000 0.00 (S) 053 RELOCATE WATER METER EA 800.0000 800.00 0.000 0.00 (S) 054 PLANE ASPHALT CONCRETE PAVEMENT M2 30.0000 2,910.00 0.000 0.00 (S) (84 MM MAX) 055 PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 2,790.00 0.000 0.00 (S) (99 MM MAX) 056 PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 5,850.00 0.000 0.00 (S) (60 MM MAX) 057 REMOVE CONCRETE M3 20.0000 3,600.00 26.500 530.00 73.500 1,470.00 058 REMOVE CONCRETE BARRIER M 65.0000 70,850.00 260.000 16,900.00 059 CAP INLET EA 750.0000 5,250.00 0.000 0.00 060 CAP RISER EA 250.0000 250.00 0.000 0.00 061 REMOVE CRASH CUSHION (SAND FILLED) EA 750.0000 750.00 0.000 0.00 062 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 0.000 0.00 063 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 0.000 0.00 064 SALVAGE CRASH CUSHION EA 1,500.0000 1,500.00 0.000 0.00 065 CLEARING AND GRUBBING LS 135,000.0000 135,000.00 0.380 51,300.00 066 ROADWAY EXCAVATION M3 9.0000 2,043,000.00 21,840.000 196,560.00 22,861.530 205,753.77 067 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 93,375.00 1,201.890 30,047.25 1,201.890 30,047.25 (F) 068 STRUCTURE EXCAVATION M3 65.0000 13,000.00 0.000 0.00 (F) (TYPE D-LDR) 069 STRUCTURE EXCAVATION M3 350.0000 498,750.00 0.000 0.00 (F) (TYPE D) (HAZARDOUS) 070 STRUCTURE EXCAVATION (TYPE D) M3 375.0000 555,000.00 0.000 0.00 (F) 071 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 286,600.00 205.000 8,200.00 (F) 072 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 99,925.00 0.000 0.00 (F) 073 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 152,850.00 0.000 0.00 (F) 074 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 13,000.00 0.000 0.00 (F) WALL) 075 SAND BACKFILL M3 450.0000 22,950.00 0.000 0.00 076 DITCH EXCAVATION M3 14.0000 2,380.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 600,000.00 21.000 21,000.00 21.000 21,000.00 (F) 078 EARTH RETAINING STRUCTURE, LOCATION B M2 520.0000 161,200.00 0.000 0.00 (F) 079 GEOSYNTHETIC REINFORCED EMBANKMENT M2 20.0000 4,600.00 0.000 0.00 080 IMPORT BORROW M3 45.0000 33,750.00 0.000 0.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 081 EROSION CONTROL (BLANKET) M2 3.0000 8,970.00 0.000 0.00 082 EROSION CONTROL (NETTING) M2 4.0000 22,760.00 0.000 0.00 083 STRAW (EROSION CONTROL) TONN 390.0000 18,720.00 0.000 0.00 084 FIBER (EROSION CONTROL) KG 0.9000 6,777.00 0.000 0.00 085 FIBER ROLLS M 9.0000 126,000.00 0.000 0.00 086 COLUMN DRAIN PROTECTION EA 300.0000 4,200.00 0.000 0.00 087 COMPOST (EROSION CONTROL) KG 0.6000 13,740.00 0.000 0.00 088 MOVE IN/MOVE OUT (EROSION CONTROL) EA 300.0000 2,100.00 0.000 0.00 089 MOVE IN/OUT EA 300.0000 1,500.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 090 PURE LIVE SEED (TYPE 1) KG 50.0000 35,500.00 0.000 0.00 (EROSION CONTROL) 091 PURE LIVE SEED (TYPE 2) KG 70.0000 1,190.00 0.000 0.00 (EROSION CONTROL) 092 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 3,690.00 0.000 0.00 093 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 4,200.00 0.000 0.00 094 CLASS 4 AGGREGATE SUBBASE M3 36.0000 453,600.00 286.500 10,314.00 460.000 16,560.00 095 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 1,900.00 0.000 0.00 096 CLASS 3 AGGREGATE BASE M3 34.0000 353,600.00 0.000 0.00 097 ASPHALT TREATED PERMEABLE BASE M3 106.0000 299,980.00 0.000 0.00 098 ASPHALT CONCRETE (TYPE A) TONN 47.0000 1,739,000.00 0.000 0.00 099 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 22,200.00 0.000 0.00 AREA) 100 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 12,160.00 0.000 0.00 101 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 3,480.00 0.000 0.00 102 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 500.00 0.000 0.00 103 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 4,920.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 1.0000 60.00 0.000 0.00 105 ASPHALTIC EMULSION (PAINT BINDER) TONN 450.0000 1,530.00 0.000 0.00 106 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 18,200.00 0.000 0.00 107 DRIVE STEEL PILE (HP 250 X 85) EA 1,200.0000 60,000.00 0.000 0.00 (S) 108 INSTALL SEISMIC MONITORING CASING M 100.0000 4,500.00 0.000 0.00 (S) 109 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 590,400.00 372.200 148,880.00 372.200 148,880.00 (S) PILING 110 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 850.0000 310,250.00 218.610 185,818.50 218.610 185,818.50 (ROCK SOCKET) PILING 111 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 80,000.00 0.000 0.00 (S) PILING 112 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 618,000.00 0.000 0.00 (S) (ROCK SOCKET) PILING 113 1.83 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 1,568,000.00 0.000 0.00 (S) PILING 114 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,100.0000 114,700.00 0.000 0.00 (S) (ROCK SOCKET) PILING 115 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 181,500.00 0.000 0.00 PILING 116 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 48,000.00 0.000 0.00 (S) (ROCK SOCKET) PILING 117 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 12,000.0000 300,000.00 0.000 0.00 PILING 118 3.66 M CAST-IN-DRILLED-HOLE CONCRETE M 7,500.0000 112,500.00 0.000 0.00 (S) PILING 119 3.35 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 36,300.00 0.000 0.00 (S) (ROCK SOCKET) PILING 120 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,800.0000 648,000.00 0.000 0.00 (S) (ROCK SOCKET) PILING 121 2.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,700.0000 202,500.00 0.000 0.00 (ROCK SOCKET) PILING 122 1.83 M PERMANENT CASING M 1,800.0000 1,774,800.00 0.000 0.00 (S) 123 3.05 M PERMANENT CASING M 5,000.0000 325,000.00 0.000 0.00 (S) 124 3.66 M PERMANENT CASING M 7,700.0000 115,500.00 0.000 0.00 (S) 125 PRESTRESSING LS 1500,000.0000 1,500,000.00 0.000 0.00 (S) 126 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 816,550.00 62.060 21,721.00 62.060 21,721.00 (F) 127 STRUCTURAL CONCRETE, BRIDGE M3 653.0000 8,903,655.00 0.000 0.00 (F) 128 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 512,200.00 43.500 14,137.50 79.500 25,837.50 (F) 129 STRUCTURAL CONCRETE, APPROACH SLAB M3 525.0000 171,150.00 0.000 0.00 (F) (TYPE N) 130 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 34,500.00 0.000 0.00 (TYPE R) PROGRAM CAS145 PAGE 6 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 CLASS 2 CONCRETE (HEADWALL) M3 2,200.0000 19,800.00 0.000 0.00 132 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 233,750.00 12.490 10,616.50 17.790 15,121.50 (F) 133 MINOR CONCRETE (PIPE COVER) M3 350.0000 1,750.00 0.000 0.00 134 MINOR CONCRETE (BACKFILL) M3 140.0000 2,660.00 0.000 0.00 135 SAND LIGHTWEIGHT CONCRETE M3 500.0000 4,200,000.00 0.000 0.00 (F) 136 ARCHITECTURAL TEXTURE M2 50.0000 62,550.00 0.000 0.00 (F) 137 DRILL AND BOND DOWEL M 80.0000 4,080.00 0.000 0.00 138 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,000.0000 32,000.00 0.000 0.00 (S) GIRDER (15 M - 20 M) 139 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 9,600.00 0.000 0.00 (S) GIRDER 140 PTFE BEARING EA 2,000.0000 28,000.00 0.000 0.00 (S) 141 NEOPRENE STRIP M2 40.0000 2,120.00 0.000 0.00 142 JOINT SEAL (TYPE B - MR 30 MM) M 85.0000 3,570.00 0.000 0.00 (S) 143 JOINT SEAL (TYPE B - MR 50 MM) M 220.0000 8,140.00 0.000 0.00 (S) 144 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 33,000.00 0.000 0.00 (S) 145 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 13,200.00 0.000 0.00 146 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 96,000.00 0.000 0.00 (S) 147 JOINT SEAL ASSEMBLY (MR 800 MM) M 3,500.0000 108,500.00 0.000 0.00 (S) 148 JOINT SEAL ASSEMBLY (MR 980 MM) M 3,800.0000 68,400.00 0.000 0.00 (S) 149 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 6,052,970.00 29,020.300 31,922.33 29,020.300 31,922.33 (SF) 150 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 216,286.00 843.000 1,180.20 4,843.000 6,780.20 (F) 151 WELDED HEADED BAR REINFORCING EA 7.0000 292,446.00 0.000 0.00 (SF) 152 BAR REINFORCING STEEL (HEAD WALL) KG 5.0000 905.00 0.000 0.00 (S) 153 ASPHALT MEMBRANE WATERPROOFING M2 75.0000 3,675.00 0.000 0.00 (F) 154 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 270,276.00 0.000 0.00 155 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,046.00 0.000 0.00 (S) 156 760 MM CAST-IN-DRILLED-HOLE M 1,300.0000 58,500.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 157 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 25,500.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 METAL (RAIL MOUNTED SIGN) KG 15.0000 5,250.00 0.000 0.00 159 ROADSIDE SIGN - ONE POST EA 250.0000 1,750.00 0.000 0.00 160 ROADSIDE SIGN - TWO POST EA 550.0000 3,850.00 0.000 0.00 161 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 1,200.00 0.000 0.00 162 TIMBER RETAINING WALL EA 1,200.0000 1,200.00 0.000 0.00 163 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 140.0000 253,400.00 132.000 18,480.00 132.000 18,480.00 164 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 180.0000 63,000.00 0.000 0.00 165 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 200.0000 72,000.00 0.000 0.00 166 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 225.0000 6,750.00 0.000 0.00 167 750 MM ALTERNATIVE PIPE CULVERT M 260.0000 2,600.00 0.000 0.00 168 900 MM ALTERNATIVE PIPE CULVERT M 190.0000 2,660.00 13.100 2,489.00 169 1200 MM ALTERNATIVE PIPE CULVERT M 450.0000 22,500.00 59.000 26,550.00 59.000 26,550.00 170 600 MM PLASTIC PIPE INSERT M 275.0000 15,125.00 0.000 0.00 171 750 MM REINFORCED CONCRETE PIPE M 300.0000 900.00 0.000 0.00 172 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,600.0000 54,400.00 0.000 0.00 (CLASS II) 173 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,600.0000 72,000.00 0.000 0.00 (CLASS II) 174 ISOLATION CASING M 3,000.0000 129,000.00 0.000 0.00 (S) 175 STEEL ISOLATION CASING KG 8.5000 450,500.00 0.000 0.00 176 1050 MM CORRUGATED STEEL PIPE M 320.0000 19,840.00 58.000 18,560.00 64.000 20,480.00 (3.51 MM THICK) 177 1950 MM CORRUGATED STEEL PIPE M 485.0000 8,245.00 0.800 388.00 17.000 8,245.00 (3.51 MM THICK) 178 300 MM BITUMINOUS COATED CORRUGATED M 170.0000 13,770.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 179 450 MM BITUMINOUS COATED CORRUGATED M 200.0000 42,800.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 180 600 MM BITUMINOUS COATED CORRUGATED M 290.0000 23,200.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 181 750 MM BITUMINOUS COATED CORRUGATED M 360.0000 18,000.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 182 450 MM SLOTTED CORRUGATED STEEL PIPE M 230.0000 34,960.00 0.000 0.00 (1.63 MM THICK) 183 150 MM PLASTIC PIPE M 75.0000 34,500.00 0.000 0.00 (HORIZONTAL DRAIN COLLECTOR SYSTEM) 184 80 MM PLASTIC PIPE (EDGE DRAIN) M 4.0000 11,360.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 24,000.00 0.000 0.00 186 FURNISH AND INSTALL DRAIN PIPE M 10.0000 14,100.00 0.000 0.00 (HORIZONTAL DRAIN) 187 DRILL HOLE (HORIZONTAL DRAIN) M 60.0000 84,600.00 0.000 0.00 188 PERMEABLE MATERIAL (BLANKET) M3 55.0000 273,350.00 0.000 0.00 189 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 147,600.00 0.000 0.00 190 300 MM ANCHOR ASSEMBLY EA 80.0000 240.00 0.000 0.00 191 450 MM ANCHOR ASSEMBLY EA 80.0000 720.00 0.000 0.00 192 600 MM ANCHOR ASSEMBLY EA 90.0000 270.00 0.000 0.00 193 900 MM BITUMINOUS COATED CORRUGATED M 525.0000 4,200.00 0.000 0.00 STEEL PIPE INLET (2.77 MM THICK) 194 300 MM WELDED STEEL PIPE RISER M 90.0000 810.00 0.000 0.00 (2.77 MM THICK) 195 750 MM WELDED STEEL PIPE (4.78 MM THICK) M 425.0000 340.00 0.000 0.00 196 450 MM ALTERNATIVE FLARED END SECTION EA 75.0000 75.00 0.000 0.00 197 600 MM MUELLER BUTTERFLY VALVE EA 4,100.0000 8,200.00 2.000 8,200.00 2.000 8,200.00 (S) 198 300 MM MUELLER GATE VALVE EA 1,100.0000 2,200.00 2.000 2,200.00 2.000 2,200.00 (S) 199 200 MM MUELLER GATE VALVE EA 600.0000 2,400.00 1.000 600.00 1.000 600.00 (S) 200 150 MM MUELLER GATE VALVE EA 400.0000 800.00 0.000 0.00 (S) 201 AIR RELEASE VALVE EA 1,000.0000 1,000.00 0.000 0.00 (S) 202 BLOW-OFF ASSEMBLY EA 315.0000 315.00 0.000 0.00 (S) 203 150 MM DUCTILE IRON WATER PIPE M 650.0000 6,500.00 0.000 0.00 (S) 204 200 MM DUCTILE IRON WATER PIPE M 180.0000 63,000.00 70.000 12,600.00 70.000 12,600.00 (S) 205 200 MM DUCTILE IRON SEWER PIPE M 200.0000 7,600.00 44.200 8,840.00 206 300 MM DUCTILE IRON WATER PIPE M 400.0000 6,400.00 20.000 8,000.00 20.000 8,000.00 (S) 207 600 MM DUCTILE IRON WATER PIPE M 360.0000 43,200.00 116.000 41,760.00 116.000 41,760.00 (S) 208 SEWER MANHOLE FRAME AND COVER EA 3,450.0000 3,450.00 1.000 3,450.00 2.000 6,900.00 (S) 209 SEWER MANHOLE EA 3,200.0000 3,200.00 1.000 3,200.00 2.000 6,400.00 (S) 210 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 110.0000 19,800.00 42.740 4,701.40 211 ROCK SLOPE PROTECTION M3 120.0000 1,560.00 0.000 0.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 9 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 ROCK SLOPE PROTECTION M3 100.0000 17,000.00 0.000 0.00 (BACKING NO. 2, METHOD B) 213 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 36,000.00 0.000 0.00 214 CONCRETE (DITCH LINING) M3 400.0000 23,600.00 0.000 0.00 215 ROCK SLOPE PROTECTION FABRIC M2 2.5000 2,100.00 80.000 200.00 216 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 12,350.00 0.880 286.00 0.880 286.00 CONSTRUCTION) 217 MISCELLANEOUS IRON AND STEEL KG 2.2000 46,420.00 296.000 651.20 296.000 651.20 (S) 218 MISCELLANEOUS METAL KG 6.0000 60,000.00 0.000 0.00 (SF)(RESTRAINER - PIPE TYPE) 219 MISCELLANEOUS METAL KG 9.0000 140,400.00 0.000 0.00 (SF)(RESTRAINER - ROD TYPE) 220 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 229,500.00 0.000 0.00 (SF) 221 BRIDGE DECK DRAINAGE SYSTEM KG 6.0000 258,600.00 0.000 0.00 (S) 222 CHAIN LINK FENCE (TYPE CL-0.9, M 60.0000 4,440.00 0.000 0.00 (S) VINYL-CLAD) 223 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 99,000.00 0.000 0.00 (S) 224 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 225 DELINEATOR (CLASS 1) EA 35.0000 490.00 0.000 0.00 226 GUARD RAILING DELINEATOR EA 20.0000 740.00 0.000 0.00 227 CONCRETE BARRIER MARKER EA 40.0000 2,480.00 0.000 0.00 228 METAL BEAM GUARD RAILING (WOOD POST) M 50.0000 86,500.00 0.000 0.00 (S) 229 CHAIN LINK RAILING M 90.0000 36,360.00 0.000 0.00 (SF) 230 CONCRETE BARRIER (TYPE K) M 60.0000 100,200.00 0.000 0.00 231 CONCRETE BARRIER (TYPE 25) M 130.0000 316,940.00 0.000 0.00 (F) 232 CONCRETE BARRIER (TYPE 25 MODIFIED) M 130.0000 183,820.00 0.000 0.00 (F) 233 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 70.0000 21,700.00 0.000 0.00 (S) 234 CABLE RAILING M 85.0000 2,465.00 0.000 0.00 (SF) 235 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 20,700.00 0.000 0.00 (S) 236 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 2,200.0000 13,200.00 0.000 0.00 (S) 237 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 4,500.00 0.000 0.00 (S) 238 RETURN SECTION EA 100.0000 300.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CRASH CUSHION, SAND FILLED EA 3,500.0000 24,500.00 0.000 0.00 (S) 240 CONCRETE BARRIER (TYPE 60) M 175.0000 24,500.00 0.000 0.00 241 CONCRETE BARRIER (TYPE 60C) M 350.0000 112,000.00 0.000 0.00 242 CONCRETE BARRIER (TYPE 60D) M 90.0000 27,000.00 0.000 0.00 243 CONCRETE BARRIER M 125.0000 8,375.00 0.000 0.00 (F) (TYPE 60D MODIFIED) 244 CONCRETE BARRIER (TYPE 60E) M 350.0000 7,000.00 0.000 0.00 245 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 1,320.00 0.000 0.00 (S) 246 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 20,880.00 0.000 0.00 (S) 247 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 3,520.00 0.000 0.00 (S) 248 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 2,142.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 249 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 290.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 250 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,880.00 0.000 0.00 (S) 251 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,880.00 0.000 0.00 (S) 252 LIGHTING AND SIGN ILLUMINATION LS 550,000.0000 550,000.00 0.000 0.00 (S) 253 TRAFFIC OPERATIONS SYSTEM LS 175,000.0000 175,000.00 0.000 0.00 (S) 254 CALL BOX SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 (S) 255 TRAFFIC OPERATIONS SYSTEM HUB LS 100,000.0000 100,000.00 0.000 0.00 (S) 256 INTERCONNECTION BETWEEN PIER 3 LS 40,000.0000 40,000.00 0.000 0.00 (S) AND NEW TOLL PLAZA 257 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 21,900.00 0.000 0.00 (SF) 258 PROGRAMMABLE LOGIC CONTROL CABINET EA 15,000.0000 60,000.00 0.000 0.00 (S) 259 VIDEO TRANSMITTER DUPLEX DATA EA 3,200.0000 9,600.00 0.000 0.00 (S) 260 FIBER OPTIC DATA MODEM EA 2,500.0000 12,500.00 0.000 0.00 (S) 261 MICROWAVE VEHICLE DETECTION SYSTEM, EA 7,500.0000 15,000.00 0.000 0.00 (S) WIRELESS 262 MICROWAVE VEHICLE DETECTION SYSTEM, EA 7,500.0000 45,000.00 0.000 0.00 (S) HARD-WIRED 263 FIBER OPTIC CABLE TERMINATION EA 900.0000 5,400.00 0.000 0.00 (S) 264 CAMERA UNIT EA 5,500.0000 16,500.00 0.000 0.00 (S) 265 PAN & TILT UNIT EA 3,500.0000 10,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 11 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 CAMERA CONTROL UNIT EA 3,500.0000 10,500.00 0.000 0.00 (S) 267 SERVICE BOX EA 4,000.0000 24,000.00 0.000 0.00 (S) 268 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 1000,000.0000 1,000,000.00 0.000 0.00 (S) LAYOUT-780, BENT 18 THRU 22) 269 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 800,000.0000 800,000.00 0.000 0.00 (S) LAYOUT-780, BENT 18 THRU 19) 270 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 900,000.0000 900,000.00 0.000 0.00 (S) LAYOUT-780, BENT 20 THRU 23) 271 ELECTRICAL FACILITIES (CONDUCTOR LS 300,000.0000 300,000.00 0.000 0.00 (S) LAYOUT ABUTMENT 1 THRU PIER 5) 272 ELECTRICAL FACILITIES LS 350,000.0000 350,000.00 0.000 0.00 (S) (CONDUCTOR LAYOUT PIER 5 THRU PIER 8) 273 ELECTRICAL FACILITIES (CONDUCTOR LS 320,000.0000 320,000.00 0.000 0.00 (S) LAYOUT-680, PIER 8 THRU PIER 12) 274 ELECTRICAL FACILITIES (CONDUCTOR LS 180,000.0000 180,000.00 0.000 0.00 (S) LAYOUT-680, PIER 12 THRU PIER 17) 275 ELECTRICAL FACILITIES (CONDUCTOR LS 220,000.0000 220,000.00 0.000 0.00 (S) LAYOUT-680, PIER 17 THRU PIER 23) 276 ELECTRICAL FACILITIES (CONDUCTOR LS 60,000.0000 60,000.00 0.000 0.00 (S) LAYOUT-780, PIER 17 THRU PIER 22) 277 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 1 AND 2) 278 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 3 AND 4) 279 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 4 AND 5) 280 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 5 AND 6) 281 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 6) 282 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 6 AND 7) 283 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 7 AND 8) 284 ELECTRICAL FACILITIES (GIRDER LIGHTING) LS 15,000.0000 15,000.00 0.000 0.00 (S) 285 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 9 AND 10) 286 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 10 AND 11) 287 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 12,000.0000 12,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 11 AND 12) 288 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 12 AND 13) 289 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 13 AND 14) 290 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 14 AND 15) 291 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 35,000.0000 35,000.00 0.000 0.00 (S) AND RECEPTACLE LAYOUT SPAN 15,16 AND 17) 292 ELECTRICAL FACILITIES (680 BENT 18), LS 10,000.0000 10,000.00 0.000 0.00 (S) BENT LIGHTING AND RECEPTACLE LAYOUT PROGRAM CAS145 PAGE 12 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 ELECTRICAL FACILITIES (680 BENT 19), LS 80,000.0000 80,000.00 0.000 0.00 (S) BENT LIGHTING AND RECEPTACLE LAYOUT 294 ELECTRICAL FACILITIES (680 BENT 20 AND LS 20,000.0000 20,000.00 0.000 0.00 (S) 21)BENT LIGHTING AND RECEPTACLE LAYOUT 295 ELECTRICAL FACILITIES (680 BENT 21 AND LS 10,000.0000 10,000.00 0.000 0.00 (S) 22) BENT LIGHTING AND RECEPTACLE LAYOUT 296 ELECTRICAL FACILITIES (780 BENT 18 AND LS 10,000.0000 10,000.00 0.000 0.00 (S) 19) BENT LIGHTING AND RECEPTACLE LAYOUT 297 ELECTRICAL FACILITIES (780 BENT 20 AND LS 20,000.0000 20,000.00 0.000 0.00 (S) 21) BENT LIGHTING AND RECEPTACLE LAYOUT 298 PIER STAIRWAY LIGHTING (PIER 6) LS 20,000.0000 20,000.00 0.000 0.00 (S) 299 PIER STAIRWAY LIGHTING (PIER 7 THRU 9) LS 55,000.0000 55,000.00 0.000 0.00 (S) 300 PIER STAIRWAY LIGHTING (PIER 10 THRU 12) LS 55,000.0000 55,000.00 0.000 0.00 (S) 301 PIER STAIRWAY LIGHTING (PIER 13 THRU 15) LS 55,000.0000 55,000.00 0.000 0.00 (S) 302 MARINE NAVIGATIONAL AIDS SYSTEM LS 375,000.0000 375,000.00 0.000 0.00 (S) 303 NORTH APPROACH SUBSTATION LS 650,000.0000 650,000.00 0.000 0.00 (S) 304 CABLE TRAY LAYOUT LS 350,000.0000 350,000.00 0.000 0.00 (S) 305 PIER 3 SUBSTATION LS 350,000.0000 350,000.00 0.000 0.00 (S) 306 NEW TOLL PLAZA SUBSTATION LS 175,000.0000 175,000.00 0.000 0.00 (S) 307 SUPERVISOR CONTROL AND DATA ACQUISITION LS 250,000.0000 250,000.00 0.000 0.00 (S) SYSTEM 308 SEISMIC MONITORING ELECTRICAL SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 (S) 309 BUILDING WORK LS 370,000.0000 370,000.00 0.000 0.00 (S) 310 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 311 TEMPORARY SHORING LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 05/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 11:40 AM ESTIMATE NO. 04 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/02 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 05/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,034,807.64 1,702,018.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,034,807.64 1,702,018.57 312 MOBILIZATION LS 6400,000.0000 6,400,000.00 0.500 3,200,000.00 0.500 3,200,000.00 ORIGINAL CONTRACT AMOUNT 64,416,704.00 TOTAL WORK COMPLETED 4,234,807.64 4,902,018.57 MATERIALS ON HAND ON SITE 1,321,704.74 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,234,807.64 6,223,723.31 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 01/08/02 680 00/00/00 01/23/02 10/24/04 74 6 0 0 8% 11% PROGRESS IS SATISFACTORY TSIGELMAN, IGOR RESIDENT ENGINEER PROGRAM CAS145 DATE 05/20/02