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 08/11/11 EST. NO.31 TIME 10:18 AM R.E. NAME: GREWAL SATINDER 04-253794 --------------------------------------------------------------------------- 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 08/11/11 EST. NO.31 TIME 10:18 AM R.E. NAME: GREWAL SATINDER 04-253794 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 LOCATION FINAL ESTIMATE 04-ALA-680-M3.3/R6.4 -------------- BAY CITIS PAVING AND GRADING IN ALAMEDA COUNTY IN FREMONT FROM , INC 0.2 KM SOUTH OF GRIMMER BOULEVARD P O BOX 6227 UNDERCROSSING TO 0.6 KM NORTH OF CONCORD CA 94524 MISSION SAN JOSE SEPARATION FED. AID NO. N O N E WIDENING AND ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 1.000 9,000.00 002 TIME-RELATED OVERHEAD LS 720,000.0000 720,000.00 1.000 720,000.00 003 TEMPORARY FENCE (TYPE ESA) M 4.5900 12,622.50 1,718.670 7,888.70 004 CONSTRUCTION SITE MANAGEMENT LS 2,585.0000 2,585.00 1.000 2,585.00 005 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 (S) PREVENTION PLAN 006 TEMPORARY SILT FENCE M 4.5500 7,280.00 2,177.000 9,905.35 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 11.000 22,000.00 008 TEMPORARY COVER M2 2.7200 10,880.00 2,499.000 6,797.28 009 TEMPORARY DRAINAGE INLET PROTECTION EA 103.2800 16,524.80 44.000 4,544.32 010 STREET SWEEPING LS 36,750.0000 36,750.00 1.000 36,750.00 011 TEMPORARY CONCRETE WASHOUT BIN EA 698.0000 104,700.00 108.000 75,384.00 012 PREVENTION OF NESTING BIRDS LS 2,000.0000 2,000.00 1.000 2,000.00 (BRIDGES) 013 TEMPORARY ACTIVE TREATMENT SYSTEM LS 10,500.0000 10,500.00 0.000 0.00 (S) 014 CONSTRUCTION AREA SIGNS LS 23,256.0000 23,256.00 1.000 23,256.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 280,420.0000 280,420.00 1.000 280,420.00 (S) 016 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.4000 5,304.00 66.420 1,354.97 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.9700 19,400.00 65,654.300 63,684.67 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 25.5000 1,504.50 55.000 1,402.50 (S) 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,000.0000 11,000.00 1.000 11,000.00 (S) 020 TEMPORARY RAILING (TYPE K) M 11.3000 174,020.00 15,700.940 177,420.62 021 TEMPORARY CRASH CUSHION MODULE EA 178.5000 53,550.00 286.000 51,051.00 (S) 022 ABANDON CULVERT EA 800.0000 8,800.00 12.000 9,600.00 PROGRAM CAS145 PAGE 2 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON INLET EA 450.0000 450.00 1.000 450.00 024 REMOVE FENCE M 15.7500 4,095.00 260.000 4,095.00 025 REMOVE METAL BEAM GUARD RAILING M 21.4200 12,637.80 678.300 14,529.19 026 REMOVE FLARED END SECTION EA 150.0000 1,050.00 7.000 1,050.00 027 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.4300 11,911.90 1,425.900 2,039.04 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6300 9,339.90 3,709.200 6,046.00 STRIPE 029 REMOVE PAINTED TRAFFIC STRIPE M 0.9200 8,970.00 671.760 618.02 030 REMOVE PAINTED PAVEMENT MARKING M2 20.4000 591.60 0.000 0.00 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0200 7,905.00 8,889.810 9,067.61 032 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.5000 969.00 53.010 1,351.76 033 REMOVE CONTRAST TREATMENT M2 25.5000 4,233.00 166.000 4,233.00 034 REMOVE PAVEMENT MARKER EA 1.0200 15,402.00 5,901.000 6,019.02 035 REMOVE ROADSIDE SIGN EA 102.0000 1,122.00 9.000 918.00 036 REMOVE ROADSIDE SIGN EA 76.5000 535.50 7.000 535.50 (STRAP AND SADDLE BRACKET METHOD) 037 REMOVE SIGN STRUCTURE EA 4,335.0000 34,680.00 8.000 34,680.00 038 REMOVE ASPHALT CONCRETE DIKE M 4.0000 3,840.00 960.000 3,840.00 039 REMOVE CULVERT M 75.5000 18,875.00 250.540 18,915.77 040 REMOVE INLET EA 250.0000 7,750.00 29.000 7,250.00 041 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 625.0000 2,500.00 4.000 2,500.00 042 SALVAGE METAL BRIDGE RAILING M 40.0000 2,600.00 65.000 2,600.00 043 RELOCATE ROADSIDE SIGN EA 249.9000 1,249.50 4.000 999.60 044 ADJUST INLET EA 1,530.0000 26,010.00 24.000 36,720.00 045 ADJUST FRAME AND COVER TO GRADE EA 450.0000 450.00 2.000 900.00 046 MODIFY INLET TO MANHOLE EA 1,412.7000 1,412.70 1.000 1,412.70 047 REMODEL INLET EA 1,693.2000 8,466.00 5.000 8,466.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 15,400.00 1,940.000 19,400.00 (S) 049 REMOVE CONCRETE M3 61.0000 4,697.00 76.400 4,660.40 PROGRAM CAS145 PAGE 3 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 28.2500 72,320.00 2,478.000 70,003.50 051 REMOVE CONCRETE BARRIER (TYPE K) M 12.4000 19,096.00 1,540.000 19,096.00 052 VIBRATION MONITORING LS 12,750.0000 12,750.00 1.000 12,750.00 053 CAP INLET EA 2,034.9000 16,279.20 7.000 14,244.30 054 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,700.0000 35,700.00 1.000 35,700.00 055 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,500.0000 25,500.00 1.000 25,500.00 056 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 057 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 058 ROADWAY EXCAVATION M3 17.3000 655,670.00 37,900.710 655,682.28 059 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 060 STRUCTURE EXCAVATION (BRIDGE) M3 204.0000 129,948.00 637.000 129,948.00 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) M3 39.3000 1,029,660.00 10,658.000 418,859.40 062 STRUCTURE EXCAVATION (TIEBACK WALL) M3 323.0000 109,820.00 340.000 109,820.00 (F) 063 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 383.5000 29,146.00 1,196.000 458,666.00 (F) 064 STRUCTURE BACKFILL (BRIDGE) M3 76.5000 36,414.00 476.000 36,414.00 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) M3 45.9500 836,290.00 9,009.580 413,990.20 066 STRUCTURE BACKFILL (TIEBACK WALL) M3 357.0000 10,353.00 29.000 10,353.00 (F) 067 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 357.0000 1,071.00 198.000 70,686.00 (F) 068 SAND BACKFILL M3 152.0000 31,920.00 230.000 34,960.00 069 SOIL NAIL ASSEMBLY M 153.0000 14,688.00 8,334.000 1,275,102.00 (S) 070 IMPORTED MATERIAL (SHOULDER BACKING) TONN 33.0000 18,480.00 754.210 24,888.93 071 EROSION CONTROL (TYPE D) HA 10,369.0000 26,959.40 4.680 48,526.92 (S) 072 BIOFILTRATION STRIP M2 4.6200 6,144.60 1,323.000 6,112.26 (S) 073 EROSION CONTROL (NETTING) M2 3.4800 17,295.60 6,075.000 21,141.00 (S) 074 FIBER ROLLS M 5.0000 25,000.00 5,162.000 25,810.00 (S) 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 3,060.00 5.000 2,550.00 (S) 076 65 MM PLASTIC PIPE (PR 315) M 82.0000 5,412.00 0.000 0.00 (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 WATER METER EA 28,177.0000 28,177.00 0.000 0.00 078 IRRIGATION SLEEVE M 115.0000 7,360.00 64.000 7,360.00 079 50 MM BACKFLOW PREVENTER ASSEMBLY EA 4,428.0000 4,428.00 0.000 0.00 080 CLASS 4 AGGREGATE SUBBASE M3 22.8000 408,120.00 17,900.000 408,120.00 081 AGGREGATE BASE (APPROACH SLAB) M3 510.0000 255.00 0.000 0.00 082 CLASS 3 AGGREGATE BASE M3 100.0000 35,000.00 349.060 34,906.00 083 CEMENT TREATED BASE M3 154.1000 80,132.00 0.000 0.00 (PLANT-MIXED, CLASS A) 084 LEAN CONCRETE BASE M3 190.7400 1,192,125.00 6,533.410 1,246,182.62 085 SEAL RANDOM CRACKS LNKM 17,850.0000 17,850.00 0.940 16,779.00 086 REPLACE ASPHALT CONCRETE SURFACING M3 427.0000 30,317.00 71.000 30,317.00 087 HOT MIX ASPHALT TONN 98.5000 4,944,700.00 50,477.000 4,971,984.50 088 HOT MIX ASPHALT (OPEN GRADED) TONN 120.1500 1,161,850.50 9,600.000 1,153,440.00 089 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 141.6500 2,053,925.00 14,735.250 2,087,248.16 090 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 1,500.00 10.000 100.00 PAVEMENT INTERLAYER) 091 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.2200 277,500.00 81,784.000 181,560.48 092 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 5,600.00 264.960 2,649.60 093 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 18,100.00 1,375.060 13,750.60 094 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 1,800.00 180.000 1,800.00 095 PLACE HOT MIX ASPHALT M2 21.1500 31,090.50 1,047.000 22,144.05 (MISCELLANEOUS AREA) 096 REPLACE CONCRETE PAVEMENT M3 698.7000 1,006,128.00 1,393.000 973,289.10 (RAPID STRENGTH CONCRETE) 097 CRACK EXISTING CONCRETE PAVEMENT M2 0.6200 30,256.00 46,600.000 28,892.00 098 GRIND EXISTING CONCRETE M2 24.4800 35,740.80 1,460.000 35,740.80 (S) PAVEMENT 099 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 510.0000 60,180.00 118.000 60,180.00 (S) PILING 100 DRIVE PILE (CLASS 400) EA 7,650.0000 107,100.00 14.000 107,100.00 (S) 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 102 PRESTRESSING CAST-IN-PLACE CONCRETE LS 20,400.0000 20,400.00 1.000 20,400.00 (S) 103 TIEBACK ANCHOR EA 2,550.0000 390,150.00 153.000 390,150.00 (S) PROGRAM CAS145 PAGE 5 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 816.0000 90,576.00 111.000 90,576.00 (F) 105 STRUCTURAL CONCRETE, BRIDGE M3 1,326.0000 297,024.00 224.000 297,024.00 (F) 106 STRUCTURAL CONCRETE, RETAINING WALL M3 522.2500 4,869,459.00 6,605.500 3,449,722.38 (F) 107 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,122.0000 32,538.00 29.000 32,538.00 (F) (TYPE N) 108 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,448.0000 9,792.00 4.000 9,792.00 (F) (TYPE R) 109 MINOR CONCRETE (MINOR STRUCTURE) M3 1,199.1000 419,685.00 344.370 412,934.07 (F) 110 MINOR CONCRETE (BACKFILL) M3 150.0000 2,100.00 13.400 2,010.00 111 PAVING NOTCH EXTENSION M3 9,180.0000 4,590.00 0.500 4,590.00 112 ARCHITECTURAL TEXTURE M2 76.5000 275,706.00 6,599.000 504,823.50 (F) 113 DRILL AND BOND DOWEL M 76.5000 2,524.50 33.000 2,524.50 114 REFINISH BRIDGE DECK M2 61.2000 2,142.00 51.200 3,133.44 115 JOINT SEAL (MR 40 MM) M 306.0000 3,060.00 18.600 5,691.60 (S) 116 BAR REINFORCING STEEL (BRIDGE) KG 3.1000 135,584.70 43,737.000 135,584.70 (SF) 117 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5500 1,583,759.10 437,367.000 1,115,285.85 (SF) 118 SHOTCRETE M3 510.0000 112,710.00 531.000 270,810.00 (F) 119 ASPHALT MEMBRANE WATERPROOFING M2 102.0000 12,648.00 124.000 12,648.00 (SF) 120 COLUMN CASING KG 15.3000 570,445.20 37,284.000 570,445.20 (SF) 121 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 1,456,000.00 112,000.000 1,456,000.00 (F) 122 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4100 45,920.00 112,000.000 45,920.00 (SF) 123 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 145.9000 37,934.00 256.230 37,383.96 124 FURNISH SINGLE SHEET ALUMINUM SIGN M2 102.0000 2,040.00 19.110 1,949.22 (1.6 MM-UNFRAMED) 125 FURNISH SINGLE SHEET ALUMINUM SIGN M2 116.3000 1,395.60 10.850 1,261.86 (2.0 MM-UNFRAMED) 126 1524 MM CAST-IN-DRILLED-HOLE M 3,570.0000 260,610.00 73.010 260,645.70 (S) CONCRETE PILE (SIGN FOUNDATION) 127 METAL (BARRIER MOUNTED SIGN) KG 28.6000 3,432.00 120.000 3,432.00 128 METAL (RAIL MOUNTED SIGN) KG 35.7000 19,278.00 537.000 19,170.90 129 ROADSIDE SIGN - ONE POST EA 300.9000 3,009.00 10.000 3,009.00 130 ROADSIDE SIGN - TWO POST EA 668.1000 668.10 1.000 668.10 PROGRAM CAS145 PAGE 6 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 112.2000 448.80 4.000 448.80 METHOD) 132 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 192.0000 151,680.00 714.940 137,268.48 133 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 195.0000 85,800.00 496.770 96,870.15 134 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 236.0000 708.00 3.000 708.00 135 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 227.0000 90,800.00 365.200 82,900.40 136 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 227.0000 36,320.00 227.700 51,687.90 137 450 MM ALTERNATIVE PIPE CULVERT M 203.0000 812.00 4.000 812.00 (TYPE C) 138 300 MM BITUMINOUS COATED CORRUGATED M 100.0000 17,000.00 170.000 17,000.00 STEEL PIPE (2.01 MM THICK) 139 375 MM BITUMINOUS COATED CORRUGATED M 367.0000 4,404.00 11.900 4,367.30 STEEL PIPE (2.01 MM THICK) 140 450 MM BITUMINOUS COATED CORRUGATED M 235.0000 12,925.00 165.600 38,916.00 STEEL PIPE (2.01 MM THICK) 141 450 MM SLOTTED CORRUGATED STEEL PIPE M 226.0000 51,980.00 362.500 81,925.00 (2.01 MM THICK) 142 200 MM PERFORATED PLASTIC M 89.9000 63,829.00 710.000 63,829.00 PIPE UNDERDRAIN 143 PERMEABLE MATERIAL (BLANKET) M3 57.5000 103,500.00 1,800.000 103,500.00 144 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 324.0000 20,088.00 62.000 20,088.00 145 300 MM STEEL FLARED END SECTION EA 220.0000 660.00 3.000 660.00 146 300 MM ALTERNATIVE FLARED END SECTION EA 220.0000 220.00 0.000 0.00 147 600 MM ALTERNATIVE FLARED END SECTION EA 319.0000 319.00 1.000 319.00 148 ROCK SLOPE PROTECTION M3 262.0000 2,620.00 15.400 4,034.80 (FACING, METHOD B) 149 CONCRETE (DITCH LINING) M3 1,141.9000 18,270.40 55.830 63,752.28 150 SLOPE PAVING (CONCRETE) M3 1,601.4000 30,426.60 39.630 63,463.48 (F) 151 ROCK SLOPE PROTECTION FABRIC M2 8.3000 315.40 28.600 237.38 152 MINOR CONCRETE (MISCELLANEOUS M3 688.5000 110,160.00 246.270 169,556.90 CONSTRUCTION) 153 MINOR CONCRETE (GUTTER) M 120.5500 131,640.60 1,104.310 133,124.57 (F) 154 MISCELLANEOUS IRON AND STEEL KG 3.5700 89,607.00 18,448.000 65,859.36 (SF) 155 MISCELLANEOUS METAL (RETAINING WALL) KG 30.6000 2,754.00 90.000 2,754.00 (F) 156 CHAIN LINK FENCE (TYPE CL-1.2, M 87.0000 95,613.00 1,077.000 93,699.00 (S) VINYL-CLAD) 157 CHAIN LINK FENCE (TYPE CL-1.8) M 66.9500 14,729.00 155.000 10,377.25 (S) PROGRAM CAS145 PAGE 7 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,020.0000 2,040.00 2.000 2,040.00 (S) 159 DELINEATOR (CLASS 1) EA 33.7000 7,077.00 130.000 4,381.00 160 OBJECT MARKER (TYPE L-1) EA 35.7000 321.30 9.000 321.30 161 METAL BEAM GUARD RAILING (WOOD POST) M 155.0000 8,835.00 411.450 63,774.75 (S) 162 VEGETATION CONTROL (ASPHALT COMPOSITE) M2 110.0000 60,500.00 400.000 44,000.00 (S) 163 SINGLE THRIE BEAM BARRIER (WOOD POST) M 108.1500 28,119.00 373.400 40,383.21 (S) 164 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 169.3500 276,040.50 1,543.100 261,323.99 (S) 165 TRANSITION RAILING (TYPE WB) EA 4,284.0000 29,988.00 10.000 42,840.00 (S) 166 TRANSITION RAILING (TYPE DTB) EA 4,284.0000 8,568.00 3.000 12,852.00 (S) 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,224.0000 3,672.00 7.000 8,568.00 (S) 168 END ANCHOR ASSEMBLY (TYPE CA) EA 2,040.0000 6,120.00 3.000 6,120.00 (S) 169 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,652.0000 29,172.00 16.000 42,432.00 (S) 170 CRASH CUSHION, SAND FILLED EA 3,927.0000 3,927.00 1.000 3,927.00 (S) 171 CONCRETE BARRIER (TYPE 60) M 194.0000 40,740.00 213.400 41,399.60 172 CONCRETE BARRIER (TYPE 60C) M 168.0000 347,760.00 2,205.842 370,581.46 173 CONCRETE BARRIER (TYPE 60D) M 158.0000 158,000.00 1,060.000 167,480.00 174 CONCRETE BARRIER (TYPE 732 MODIFIED) M 510.0000 36,720.00 72.000 36,720.00 (F) 175 CONCRETE BARRIER (TYPE 732A) M 179.0000 325,780.00 1,847.000 330,613.00 176 CONCRETE BARRIER (TYPE 60R) M 816.0000 261,120.00 290.800 237,292.80 177 THERMOPLASTIC PAVEMENT MARKING M2 45.9000 1,927.80 16.350 750.47 (S) 178 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4300 19,448.00 7,608.000 10,879.44 (S) 179 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2600 2,705.80 702.000 2,288.52 (S) 180 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0600 2,845.80 1,830.000 5,599.80 (S) (BROKEN 3.66 M - 0.92 M) 181 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 366.00 93.000 113.46 (S) (BROKEN 5.18 M - 2.14 M) 182 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 22,936.00 12,082.250 14,740.35 (S) (BROKEN 10.38 M - 4.26 M) 183 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0400 22,848.00 8,726.000 17,801.04 (S) 184 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0600 13,494.60 5,806.000 17,766.36 (S) PROGRAM CAS145 PAGE 8 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 LIGHTING AND SIGN ILLUMINATION LS 194,000.0000 194,000.00 1.000 194,000.00 (S) 186 ELECTRONIC TOLL SYSTEM LS 302,000.0000 302,000.00 1.000 302,000.00 (S) 187 MODIFY SIGNAL LS 45,900.0000 45,900.00 1.000 45,900.00 (S) 188 TRAFFIC OPERATIONS SYSTEM LOCATION 1 LS 76,500.0000 76,500.00 1.000 76,500.00 (S) 189 TRAFFIC OPERATIONS SYSTEM LOCATION 2 LS 76,500.0000 76,500.00 1.000 76,500.00 (S) 190 TRAFFIC OPERATIONS SYSTEM LOCATION 3 LS 56,100.0000 56,100.00 1.000 56,100.00 (S) 191 TRAFFIC OPERATIONS SYSTEM LOCATION 4 LS 76,500.0000 76,500.00 1.000 76,500.00 (S) 192 TRAFFIC OPERATIONS SYSTEM LOCATION 5 LS 96,390.0000 96,390.00 1.000 96,390.00 (S) 193 TRAFFIC OPERATIONS SYSTEM LOCATION 6 LS 96,900.0000 96,900.00 1.000 96,900.00 (S) 194 CAMERA UNIT EA 20,400.0000 61,200.00 3.000 61,200.00 (S) 195 PAN AND TILT UNIT EA 10,200.0000 30,600.00 3.000 30,600.00 (S) 196 CAMERA CONTROL UNIT EA 10,200.0000 30,600.00 3.000 30,600.00 (S) 197 VIDEO ENCODER UNIT EA 5,100.0000 15,300.00 3.000 15,300.00 (S) 198 INTEGRATED SERVICES DIGITAL NETWORK EA 10,200.0000 30,600.00 0.000 0.00 (S) TERMINAL ADAPTER UNIT 199 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 25,500.0000 51,000.00 2.000 51,000.00 (S) 200 HIGHWAY ADVISORY RADIO SYSTEM EA 66,300.0000 66,300.00 1.000 66,300.00 (S) 201 GENERAL PACKET RADIO WIRELESS MODEM EA 2,550.0000 12,750.00 5.000 12,750.00 (S) ASSEMBLY 202 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 203 FURNISH PILING (CLASS 400) M 5.1000 816.00 160.000 816.00 PROGRAM CAS145 PAGE 9 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/27/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 30,604,817.30 ADJUSTMENT OF COMPENSATION 0.00 -454,308.55 EXTRA WORK 0.00 2,186,722.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 32,337,230.85 204 MOBILIZATION LS 800,000.0000 2,800,000.00 1.000 2,800,000.00 ORIGINAL CONTRACT AMOUNT 34,135,789.10 TOTAL WORK COMPLETED 0.00 35,137,230.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 35,137,230.85 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/19/08 188 11/13/08 11/13/08 09/27/10 259 277 0 71 100% 100% GREWAL SATINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 08/11/11