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 10/05/10 EST. NO.26 TIME 11:38 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 10/05/10 EST. NO.26 TIME 11:38 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 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 9,000.0000 9,000.00 0.990 8,910.00 02 TIME-RELATED OVERHEAD LS 720,000.0000 720,000.00 0.980 705,600.00 03 TEMPORARY FENCE (TYPE ESA) M 4.5900 12,622.50 1,718.670 7,888.70 04 CONSTRUCTION SITE MANAGEMENT LS 2,585.0000 2,585.00 1.000 2,585.00 05 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 S) PREVENTION PLAN 06 TEMPORARY SILT FENCE M 4.5500 7,280.00 2,177.000 9,905.35 07 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 11.000 22,000.00 08 TEMPORARY COVER M2 2.7200 10,880.00 2,499.000 6,797.28 09 TEMPORARY DRAINAGE INLET PROTECTION EA 103.2800 16,524.80 44.000 4,544.32 10 STREET SWEEPING LS 36,750.0000 36,750.00 1.000 36,750.00 11 TEMPORARY CONCRETE WASHOUT BIN EA 698.0000 104,700.00 93.000 64,914.00 12 PREVENTION OF NESTING BIRDS LS 2,000.0000 2,000.00 1.000 2,000.00 (BRIDGES) 13 TEMPORARY ACTIVE TREATMENT SYSTEM LS 10,500.0000 10,500.00 0.000 0.00 S) 14 CONSTRUCTION AREA SIGNS LS 23,256.0000 23,256.00 0.900 20,930.40 S) 15 TRAFFIC CONTROL SYSTEM LS 280,420.0000 280,420.00 0.990 277,615.80 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.4000 5,304.00 66.420 1,354.97 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.9700 19,400.00 40,000.000 38,800.00 65,654.300 63,684.67 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 25.5000 1,504.50 55.000 1,402.50 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,000.0000 11,000.00 0.990 10,890.00 S) 20 TEMPORARY RAILING (TYPE K) M 11.3000 174,020.00 15,700.940 177,420.62 21 TEMPORARY CRASH CUSHION MODULE EA 178.5000 53,550.00 286.000 51,051.00 S) 22 ABANDON CULVERT EA 800.0000 8,800.00 12.000 9,600.00 PROGRAM CAS145 PAGE 2 DATE 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 450.0000 450.00 1.000 450.00 24 REMOVE FENCE M 15.7500 4,095.00 260.000 4,095.00 25 REMOVE METAL BEAM GUARD RAILING M 21.4200 12,637.80 678.300 14,529.19 26 REMOVE FLARED END SECTION EA 150.0000 1,050.00 7.000 1,050.00 27 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.4300 11,911.90 1,425.900 2,039.04 28 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6300 9,339.90 3,709.200 6,046.00 STRIPE 29 REMOVE PAINTED TRAFFIC STRIPE M 0.9200 8,970.00 671.760 618.02 30 REMOVE PAINTED PAVEMENT MARKING M2 20.4000 591.60 0.000 0.00 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0200 7,905.00 8,889.810 9,067.61 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.5000 969.00 53.010 1,351.76 33 REMOVE CONTRAST TREATMENT M2 25.5000 4,233.00 166.000 4,233.00 34 REMOVE PAVEMENT MARKER EA 1.0200 15,402.00 5,901.000 6,019.02 35 REMOVE ROADSIDE SIGN EA 102.0000 1,122.00 9.000 918.00 36 REMOVE ROADSIDE SIGN EA 76.5000 535.50 7.000 535.50 (STRAP AND SADDLE BRACKET METHOD) 37 REMOVE SIGN STRUCTURE EA 4,335.0000 34,680.00 7.000 30,345.00 38 REMOVE ASPHALT CONCRETE DIKE M 4.0000 3,840.00 960.000 3,840.00 39 REMOVE CULVERT M 75.5000 18,875.00 250.540 18,915.77 40 REMOVE INLET EA 250.0000 7,750.00 29.000 7,250.00 41 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 625.0000 2,500.00 4.000 2,500.00 42 SALVAGE METAL BRIDGE RAILING M 40.0000 2,600.00 0.000 0.00 43 RELOCATE ROADSIDE SIGN EA 249.9000 1,249.50 4.000 999.60 44 ADJUST INLET EA 1,530.0000 26,010.00 24.000 36,720.00 45 ADJUST FRAME AND COVER TO GRADE EA 450.0000 450.00 2.000 900.00 46 MODIFY INLET TO MANHOLE EA 1,412.7000 1,412.70 1.000 1,412.70 47 REMODEL INLET EA 1,693.2000 8,466.00 5.000 8,466.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 15,400.00 1,940.000 19,400.00 S) 49 REMOVE CONCRETE M3 61.0000 4,697.00 76.400 4,660.40 PROGRAM CAS145 PAGE 3 DATE 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 28.2500 72,320.00 2,478.000 70,003.50 51 REMOVE CONCRETE BARRIER (TYPE K) M 12.4000 19,096.00 1,540.000 19,096.00 52 VIBRATION MONITORING LS 12,750.0000 12,750.00 1.000 12,750.00 53 CAP INLET EA 2,034.9000 16,279.20 7.000 14,244.30 54 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,700.0000 35,700.00 1.000 35,700.00 55 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,500.0000 25,500.00 1.000 25,500.00 56 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 57 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 58 ROADWAY EXCAVATION M3 17.3000 655,670.00 37,900.710 655,682.28 59 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 60 STRUCTURE EXCAVATION (BRIDGE) M3 204.0000 129,948.00 637.000 129,948.00 F) 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 39.3000 1,029,660.00 10,420.000 409,506.00 62 STRUCTURE EXCAVATION (TIEBACK WALL) M3 323.0000 109,820.00 340.000 109,820.00 F) 63 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 383.5000 29,146.00 1,196.000 458,666.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 76.5000 36,414.00 476.000 36,414.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 45.9500 836,290.00 9,009.580 413,990.20 66 STRUCTURE BACKFILL (TIEBACK WALL) M3 357.0000 10,353.00 29.000 10,353.00 F) 67 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 357.0000 1,071.00 198.000 70,686.00 F) 68 SAND BACKFILL M3 152.0000 31,920.00 216.900 32,968.80 69 SOIL NAIL ASSEMBLY M 153.0000 14,688.00 8,334.000 1,275,102.00 S) 70 IMPORTED MATERIAL (SHOULDER BACKING) TONN 33.0000 18,480.00 754.210 24,888.93 71 EROSION CONTROL (TYPE D) HA 10,369.0000 26,959.40 4.680 48,526.92 S) 72 BIOFILTRATION STRIP M2 4.6200 6,144.60 1,323.000 6,112.26 S) 73 EROSION CONTROL (NETTING) M2 3.4800 17,295.60 6,075.000 21,141.00 S) 74 FIBER ROLLS M 5.0000 25,000.00 5,162.000 25,810.00 S) 75 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 3,060.00 5.000 2,550.00 S) 76 65 MM PLASTIC PIPE (PR 315) M 82.0000 5,412.00 0.000 0.00 (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 WATER METER EA 28,177.0000 28,177.00 0.000 0.00 78 IRRIGATION SLEEVE M 115.0000 7,360.00 64.000 7,360.00 79 50 MM BACKFLOW PREVENTER ASSEMBLY EA 4,428.0000 4,428.00 0.000 0.00 80 CLASS 4 AGGREGATE SUBBASE M3 22.8000 408,120.00 17,900.000 408,120.00 81 AGGREGATE BASE (APPROACH SLAB) M3 510.0000 255.00 0.000 0.00 82 CLASS 3 AGGREGATE BASE M3 100.0000 35,000.00 349.060 34,906.00 83 CEMENT TREATED BASE M3 154.1000 80,132.00 0.000 0.00 (PLANT-MIXED, CLASS A) 84 LEAN CONCRETE BASE M3 190.7400 1,192,125.00 6,533.410 1,246,182.62 85 SEAL RANDOM CRACKS LNKM 17,850.0000 17,850.00 0.940 16,779.00 86 REPLACE ASPHALT CONCRETE SURFACING M3 427.0000 30,317.00 71.000 30,317.00 87 HOT MIX ASPHALT TONN 98.5000 4,944,700.00 50,200.000 4,944,700.00 88 HOT MIX ASPHALT (OPEN GRADED) TONN 120.1500 1,161,850.50 9,600.000 1,153,440.00 89 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 141.6500 2,053,925.00 14,400.000 2,039,760.00 90 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 1,500.00 10.000 100.00 PAVEMENT INTERLAYER) 91 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.2200 277,500.00 81,784.000 181,560.48 92 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 5,600.00 193.960 1,939.60 93 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 18,100.00 1,174.060 11,740.60 94 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 1,800.00 180.000 1,800.00 95 PLACE HOT MIX ASPHALT M2 21.1500 31,090.50 1,047.000 22,144.05 (MISCELLANEOUS AREA) 96 REPLACE CONCRETE PAVEMENT M3 698.7000 1,006,128.00 1,393.000 973,289.10 (RAPID STRENGTH CONCRETE) 97 CRACK EXISTING CONCRETE PAVEMENT M2 0.6200 30,256.00 46,600.000 28,892.00 98 GRIND EXISTING CONCRETE M2 24.4800 35,740.80 1,460.000 35,740.80 S) PAVEMENT 99 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 510.0000 60,180.00 118.000 60,180.00 S) PILING 00 DRIVE PILE (CLASS 400) EA 7,650.0000 107,100.00 14.000 107,100.00 S) 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 PRESTRESSING CAST-IN-PLACE CONCRETE LS 20,400.0000 20,400.00 1.000 20,400.00 S) 03 TIEBACK ANCHOR EA 2,550.0000 390,150.00 153.000 390,150.00 S) PROGRAM CAS145 PAGE 5 DATE 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 816.0000 90,576.00 111.000 90,576.00 F) 05 STRUCTURAL CONCRETE, BRIDGE M3 1,326.0000 297,024.00 224.000 297,024.00 F) 06 STRUCTURAL CONCRETE, RETAINING WALL M3 522.2500 4,869,459.00 6,605.500 3,449,722.38 F) 07 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,122.0000 32,538.00 29.000 32,538.00 F) (TYPE N) 08 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,448.0000 9,792.00 4.000 9,792.00 F) (TYPE R) 09 MINOR CONCRETE (MINOR STRUCTURE) M3 1,199.1000 419,685.00 341.660 409,684.51 F) 10 MINOR CONCRETE (BACKFILL) M3 150.0000 2,100.00 13.400 2,010.00 11 PAVING NOTCH EXTENSION M3 9,180.0000 4,590.00 0.500 4,590.00 12 ARCHITECTURAL TEXTURE M2 76.5000 275,706.00 6,599.000 504,823.50 F) 13 DRILL AND BOND DOWEL M 76.5000 2,524.50 33.000 2,524.50 14 REFINISH BRIDGE DECK M2 61.2000 2,142.00 51.200 3,133.44 15 JOINT SEAL (MR 40 MM) M 306.0000 3,060.00 18.600 5,691.60 S) 16 BAR REINFORCING STEEL (BRIDGE) KG 3.1000 135,584.70 43,737.000 135,584.70 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5500 1,583,759.10 437,367.000 1,115,285.85 SF) 18 SHOTCRETE M3 510.0000 112,710.00 531.000 270,810.00 F) 19 ASPHALT MEMBRANE WATERPROOFING M2 102.0000 12,648.00 124.000 12,648.00 SF) 20 COLUMN CASING KG 15.3000 570,445.20 37,284.000 570,445.20 SF) 21 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 1,456,000.00 112,000.000 1,456,000.00 F) 22 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4100 45,920.00 112,000.000 45,920.00 SF) 23 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 145.9000 37,934.00 256.230 37,383.96 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 102.0000 2,040.00 19.110 1,949.22 (1.6 MM-UNFRAMED) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 116.3000 1,395.60 10.850 1,261.86 (2.0 MM-UNFRAMED) 26 1524 MM CAST-IN-DRILLED-HOLE M 3,570.0000 260,610.00 73.010 260,645.70 S) CONCRETE PILE (SIGN FOUNDATION) 27 METAL (BARRIER MOUNTED SIGN) KG 28.6000 3,432.00 120.000 3,432.00 28 METAL (RAIL MOUNTED SIGN) KG 35.7000 19,278.00 537.000 19,170.90 29 ROADSIDE SIGN - ONE POST EA 300.9000 3,009.00 10.000 3,009.00 30 ROADSIDE SIGN - TWO POST EA 668.1000 668.10 1.000 668.10 PROGRAM CAS145 PAGE 6 DATE 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 112.2000 448.80 4.000 448.80 METHOD) 32 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 192.0000 151,680.00 714.940 137,268.48 33 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 195.0000 85,800.00 496.770 96,870.15 34 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 236.0000 708.00 3.000 708.00 35 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 227.0000 90,800.00 365.200 82,900.40 36 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 227.0000 36,320.00 227.700 51,687.90 37 450 MM ALTERNATIVE PIPE CULVERT M 203.0000 812.00 4.000 812.00 (TYPE C) 38 300 MM BITUMINOUS COATED CORRUGATED M 100.0000 17,000.00 170.000 17,000.00 STEEL PIPE (2.01 MM THICK) 39 375 MM BITUMINOUS COATED CORRUGATED M 367.0000 4,404.00 11.900 4,367.30 STEEL PIPE (2.01 MM THICK) 40 450 MM BITUMINOUS COATED CORRUGATED M 235.0000 12,925.00 55.000 12,925.00 STEEL PIPE (2.01 MM THICK) 41 450 MM SLOTTED CORRUGATED STEEL PIPE M 226.0000 51,980.00 362.500 81,925.00 (2.01 MM THICK) 42 200 MM PERFORATED PLASTIC M 89.9000 63,829.00 710.000 63,829.00 PIPE UNDERDRAIN 43 PERMEABLE MATERIAL (BLANKET) M3 57.5000 103,500.00 1,800.000 103,500.00 44 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 324.0000 20,088.00 62.000 20,088.00 45 300 MM STEEL FLARED END SECTION EA 220.0000 660.00 3.000 660.00 46 300 MM ALTERNATIVE FLARED END SECTION EA 220.0000 220.00 0.000 0.00 47 600 MM ALTERNATIVE FLARED END SECTION EA 319.0000 319.00 1.000 319.00 48 ROCK SLOPE PROTECTION M3 262.0000 2,620.00 15.400 4,034.80 (FACING, METHOD B) 49 CONCRETE (DITCH LINING) M3 1,141.9000 18,270.40 21.000 23,979.90 50 SLOPE PAVING (CONCRETE) M3 1,601.4000 30,426.60 39.630 63,463.48 F) 51 ROCK SLOPE PROTECTION FABRIC M2 8.3000 315.40 28.600 237.38 52 MINOR CONCRETE (MISCELLANEOUS M3 688.5000 110,160.00 246.270 169,556.90 CONSTRUCTION) 53 MINOR CONCRETE (GUTTER) M 120.5500 131,640.60 1,021.310 123,118.92 F) 54 MISCELLANEOUS IRON AND STEEL KG 3.5700 89,607.00 15,330.000 54,728.10 SF) 55 MISCELLANEOUS METAL (RETAINING WALL) KG 30.6000 2,754.00 90.000 2,754.00 F) 56 CHAIN LINK FENCE (TYPE CL-1.2, M 87.0000 95,613.00 1,077.000 93,699.00 S) VINYL-CLAD) 57 CHAIN LINK FENCE (TYPE CL-1.8) M 66.9500 14,729.00 155.000 10,377.25 S) PROGRAM CAS145 PAGE 7 DATE 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,020.0000 2,040.00 2.000 2,040.00 S) 59 DELINEATOR (CLASS 1) EA 33.7000 7,077.00 130.000 4,381.00 60 OBJECT MARKER (TYPE L-1) EA 35.7000 321.30 9.000 321.30 61 METAL BEAM GUARD RAILING (WOOD POST) M 155.0000 8,835.00 411.450 63,774.75 S) 62 VEGETATION CONTROL (ASPHALT COMPOSITE) M2 110.0000 60,500.00 400.000 44,000.00 S) 63 SINGLE THRIE BEAM BARRIER (WOOD POST) M 108.1500 28,119.00 373.400 40,383.21 S) 64 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 169.3500 276,040.50 1,500.000 254,025.00 S) 65 TRANSITION RAILING (TYPE WB) EA 4,284.0000 29,988.00 10.000 42,840.00 S) 66 TRANSITION RAILING (TYPE DTB) EA 4,284.0000 8,568.00 3.000 12,852.00 S) 67 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,224.0000 3,672.00 7.000 8,568.00 S) 68 END ANCHOR ASSEMBLY (TYPE CA) EA 2,040.0000 6,120.00 3.000 6,120.00 S) 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,652.0000 29,172.00 16.000 42,432.00 S) 70 CRASH CUSHION, SAND FILLED EA 3,927.0000 3,927.00 1.000 3,927.00 S) 71 CONCRETE BARRIER (TYPE 60) M 194.0000 40,740.00 213.400 41,399.60 72 CONCRETE BARRIER (TYPE 60C) M 168.0000 347,760.00 2,205.842 370,581.46 73 CONCRETE BARRIER (TYPE 60D) M 158.0000 158,000.00 1,060.000 167,480.00 74 CONCRETE BARRIER (TYPE 732 MODIFIED) M 510.0000 36,720.00 72.000 36,720.00 F) 75 CONCRETE BARRIER (TYPE 732A) M 179.0000 325,780.00 1,847.000 330,613.00 76 CONCRETE BARRIER (TYPE 60R) M 816.0000 261,120.00 290.800 237,292.80 77 THERMOPLASTIC PAVEMENT MARKING M2 45.9000 1,927.80 16.350 750.47 S) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4300 19,448.00 7,608.000 10,879.44 S) 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2600 2,705.80 702.000 2,288.52 S) 80 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0600 2,845.80 1,830.000 5,599.80 S) (BROKEN 3.66 M - 0.92 M) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 366.00 93.000 113.46 S) (BROKEN 5.18 M - 2.14 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 22,936.00 12,082.250 14,740.35 S) (BROKEN 10.38 M - 4.26 M) 83 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0400 22,848.00 8,726.000 17,801.04 S) 84 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0600 13,494.60 5,806.000 17,766.36 S) PROGRAM CAS145 PAGE 8 DATE 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 LIGHTING AND SIGN ILLUMINATION LS 194,000.0000 194,000.00 1.000 194,000.00 S) 86 ELECTRONIC TOLL SYSTEM LS 302,000.0000 302,000.00 1.000 302,000.00 S) 87 MODIFY SIGNAL LS 45,900.0000 45,900.00 1.000 45,900.00 S) 88 TRAFFIC OPERATIONS SYSTEM LOCATION 1 LS 76,500.0000 76,500.00 1.000 76,500.00 S) 89 TRAFFIC OPERATIONS SYSTEM LOCATION 2 LS 76,500.0000 76,500.00 1.000 76,500.00 S) 90 TRAFFIC OPERATIONS SYSTEM LOCATION 3 LS 56,100.0000 56,100.00 1.000 56,100.00 S) 91 TRAFFIC OPERATIONS SYSTEM LOCATION 4 LS 76,500.0000 76,500.00 1.000 76,500.00 S) 92 TRAFFIC OPERATIONS SYSTEM LOCATION 5 LS 96,390.0000 96,390.00 1.000 96,390.00 S) 93 TRAFFIC OPERATIONS SYSTEM LOCATION 6 LS 96,900.0000 96,900.00 1.000 96,900.00 S) 94 CAMERA UNIT EA 20,400.0000 61,200.00 2.500 51,000.00 S) 95 PAN AND TILT UNIT EA 10,200.0000 30,600.00 2.500 25,500.00 S) 96 CAMERA CONTROL UNIT EA 10,200.0000 30,600.00 3.000 30,600.00 S) 97 VIDEO ENCODER UNIT EA 5,100.0000 15,300.00 3.000 15,300.00 S) 98 INTEGRATED SERVICES DIGITAL NETWORK EA 10,200.0000 30,600.00 0.000 0.00 S) TERMINAL ADAPTER UNIT 99 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 25,500.0000 51,000.00 2.000 51,000.00 S) 00 HIGHWAY ADVISORY RADIO SYSTEM EA 66,300.0000 66,300.00 1.000 66,300.00 S) 01 GENERAL PACKET RADIO WIRELESS MODEM EA 2,550.0000 12,750.00 5.000 12,750.00 S) ASSEMBLY 02 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 03 FURNISH PILING (CLASS 400) M 5.1000 816.00 160.000 816.00 PROGRAM CAS145 PAGE 9 DATE 10/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 11:38 AM ESTIMATE NO. 26 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 10/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 38,800.00 30,366,096.40 ADJUSTMENT OF COMPENSATION 0.00 -454,308.55 EXTRA WORK 0.00 1,870,690.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 38,800.00 31,782,478.01 04 MOBILIZATION LS 2800,000.0000 2,800,000.00 1.000 2,800,000.00 ORIGINAL CONTRACT AMOUNT 34,135,789.10 TOTAL WORK COMPLETED 38,800.00 34,582,478.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 38,800.00 34,582,478.01 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 09/27/10 260 206 0 58 100% 100% GREWAL SATINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 10/05/10