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 02/23/09 EST. NO.05 TIME 08:24 AM R.E. NAME: SATINDER GREWAL 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 --------------------------------------------------------------------------- 001 0001 4,674.90 E.W. @ F.A.(+) 110608 N 0001.0 0002 627.11 100908 N 0002.0 0003 756.06 120408 N 0004.0 0004 756.06 120508 N 0005.0 008 0001 738.96 E.W. @ F.A.(+) 120308 N 0007.0 011 0001 13,242.06 E.W. @ U.P (+) 121308 N 1 0 015 0002 10,707.38 E.W. @ L.S.(+) 012709 N 1 0 31,502.53 TOTAL THIS ESTIMATE 55,283.12 TOTAL PREVIOUS ESTIMATE 86,785.65 TOTAL TO DATE 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 02/23/09 EST. NO.05 TIME 08:24 AM R.E. NAME: SATINDER GREWAL 04-253794 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 LOCATION PROGRESS ESTIMATE 04-ALA-680-M3.3/R6.4 ----------------- BAY CITES PAVING & GRADING IN ALAMEDA COUNTY IN FREMONT FROM P. O. BOX 6227 0.2 KM SOUTH OF GRIMMER BOULEVARD CONCORD,CA 94524 UNDERCROSSING TO 0.6 KM NORTH OF 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 0.100 900.00 0.600 5,400.00 02 TIME-RELATED OVERHEAD LS 720,000.0000 720,000.00 0.140 100,800.00 03 TEMPORARY FENCE (TYPE ESA) M 4.5900 12,622.50 70.000 321.30 1,109.000 5,090.31 04 CONSTRUCTION SITE MANAGEMENT LS 2,585.0000 2,585.00 0.100 258.50 0.400 1,034.00 05 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.100 150.00 0.900 1,350.00 S) PREVENTION PLAN 06 TEMPORARY SILT FENCE M 4.5500 7,280.00 345.000 1,569.75 855.000 3,890.25 07 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 2.000 4,000.00 6.000 12,000.00 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 20.000 2,065.60 38.000 3,924.64 10 STREET SWEEPING LS 36,750.0000 36,750.00 0.100 3,675.00 0.400 14,700.00 11 TEMPORARY CONCRETE WASHOUT BIN EA 698.0000 104,700.00 11.000 7,678.00 20.000 13,960.00 12 PREVENTION OF NESTING BIRDS LS 2,000.0000 2,000.00 0.250 500.00 0.800 1,600.00 (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 0.700 16,279.20 S) 15 TRAFFIC CONTROL SYSTEM LS 280,420.0000 280,420.00 0.100 28,042.00 0.400 112,168.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.4000 5,304.00 30.300 618.12 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.9700 19,400.00 1,933.630 1,875.62 9,977.630 9,678.30 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 25.5000 1,504.50 10.000 255.00 50.000 1,275.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,000.0000 11,000.00 0.100 1,100.00 0.400 4,400.00 S) 20 TEMPORARY RAILING (TYPE K) M 11.3000 174,020.00 1,932.430 21,836.46 6,695.170 75,655.42 21 TEMPORARY CRASH CUSHION MODULE EA 178.5000 53,550.00 18.000 3,213.00 124.000 22,134.00 S) 22 ABANDON CULVERT EA 800.0000 8,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 REMOVE FENCE M 15.7500 4,095.00 260.000 4,095.00 260.000 4,095.00 25 REMOVE METAL BEAM GUARD RAILING M 21.4200 12,637.80 396.000 8,482.32 640.400 13,717.37 26 REMOVE FLARED END SECTION EA 150.0000 1,050.00 2.000 300.00 27 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.4300 11,911.90 0.000 0.00 28 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6300 9,339.90 151.250 246.54 3,371.250 5,495.14 STRIPE 29 REMOVE PAINTED TRAFFIC STRIPE M 0.9200 8,970.00 0.000 0.00 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 2,180.810 2,224.43 8,889.810 9,067.61 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.5000 969.00 11.700 298.35 47.700 1,216.35 33 REMOVE CONTRAST TREATMENT M2 25.5000 4,233.00 0.000 0.00 34 REMOVE PAVEMENT MARKER EA 1.0200 15,402.00 310.000 316.20 3,917.000 3,995.34 35 REMOVE ROADSIDE SIGN EA 102.0000 1,122.00 0.000 0.00 36 REMOVE ROADSIDE SIGN EA 76.5000 535.50 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 37 REMOVE SIGN STRUCTURE EA 4,335.0000 34,680.00 1.000 4,335.00 38 REMOVE ASPHALT CONCRETE DIKE M 4.0000 3,840.00 100.000 400.00 145.000 580.00 39 REMOVE CULVERT M 75.5000 18,875.00 33.000 2,491.50 96.000 7,248.00 40 REMOVE INLET EA 250.0000 7,750.00 2.000 500.00 9.000 2,250.00 41 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 625.0000 2,500.00 0.000 0.00 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 0.000 0.00 44 ADJUST INLET EA 1,530.0000 26,010.00 0.000 0.00 45 ADJUST FRAME AND COVER TO GRADE EA 450.0000 450.00 0.000 0.00 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 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 15,400.00 0.000 0.00 S) 49 REMOVE CONCRETE M3 61.0000 4,697.00 10.400 634.40 10.400 634.40 PROGRAM CAS145 PAGE 3 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 REMOVE CONCRETE BARRIER (TYPE K) M 12.4000 19,096.00 0.000 0.00 52 VIBRATION MONITORING LS 12,750.0000 12,750.00 0.500 6,375.00 53 CAP INLET EA 2,034.9000 16,279.20 2.000 4,069.80 54 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,700.0000 35,700.00 0.000 0.00 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 0.100 2,000.00 0.800 16,000.00 57 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.300 6,000.00 58 ROADWAY EXCAVATION M3 17.3000 655,670.00 2,251.110 38,944.20 6,286.580 108,757.83 59 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 60 STRUCTURE EXCAVATION (BRIDGE) M3 204.0000 129,948.00 257.000 52,428.00 637.000 129,948.00 F) 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 39.3000 1,029,660.00 7,972.000 313,299.60 62 STRUCTURE EXCAVATION (TIEBACK WALL) M3 323.0000 109,820.00 184.000 59,432.00 297.340 96,040.82 F) 63 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 383.5000 29,146.00 20.660 7,923.11 76.000 29,146.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 76.5000 36,414.00 0.000 0.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 45.9500 836,290.00 295.000 13,555.25 295.000 13,555.25 66 STRUCTURE BACKFILL (TIEBACK WALL) M3 357.0000 10,353.00 0.000 0.00 F) 67 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 357.0000 1,071.00 0.000 0.00 F) 68 SAND BACKFILL M3 152.0000 31,920.00 0.000 0.00 69 SOIL NAIL ASSEMBLY M 153.0000 14,688.00 46.000 7,038.00 96.000 14,688.00 S) 70 IMPORTED MATERIAL (SHOULDER BACKING) TONN 33.0000 18,480.00 0.000 0.00 71 EROSION CONTROL (TYPE D) HA 10,369.0000 26,959.40 0.000 0.00 S) 72 BIOFILTRATION STRIP M2 4.6200 6,144.60 0.000 0.00 S) 73 EROSION CONTROL (NETTING) M2 3.4800 17,295.60 0.000 0.00 S) 74 FIBER ROLLS M 5.0000 25,000.00 400.000 2,000.00 1,400.000 7,000.00 S) 75 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 3,060.00 0.000 0.00 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 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 408,120.00 509.690 11,620.93 1,344.290 30,649.81 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 40.800 4,080.00 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 61.570 11,743.86 308.880 58,915.77 85 SEAL RANDOM CRACKS LNKM 17,850.0000 17,850.00 0.000 0.00 86 REPLACE ASPHALT CONCRETE SURFACING M3 427.0000 30,317.00 0.000 0.00 87 HOT MIX ASPHALT TONN 98.5000 4,944,700.00 253.230 24,943.16 536.900 52,884.65 88 HOT MIX ASPHALT (OPEN GRADED) TONN 120.1500 1,161,850.50 0.000 0.00 89 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 141.6500 2,053,925.00 0.000 0.00 90 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 1,500.00 0.000 0.00 PAVEMENT INTERLAYER) 91 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.2200 277,500.00 0.000 0.00 92 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 5,600.00 0.000 0.00 93 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 18,100.00 0.000 0.00 94 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 1,800.00 0.000 0.00 95 PLACE HOT MIX ASPHALT M2 21.1500 31,090.50 0.000 0.00 (MISCELLANEOUS AREA) 96 REPLACE CONCRETE PAVEMENT M3 698.7000 1,006,128.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 97 CRACK EXISTING CONCRETE PAVEMENT M2 0.6200 30,256.00 0.000 0.00 98 GRIND EXISTING CONCRETE M2 24.4800 35,740.80 0.000 0.00 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 4.000 30,600.00 4.000 30,600.00 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 0.000 0.00 S) 03 TIEBACK ANCHOR EA 2,550.0000 390,150.00 51.000 130,050.00 102.000 260,100.00 S) PROGRAM CAS145 PAGE 5 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 41.000 33,456.00 111.000 90,576.00 F) 05 STRUCTURAL CONCRETE, BRIDGE M3 1,326.0000 297,024.00 20.000 26,520.00 55.000 72,930.00 F) 06 STRUCTURAL CONCRETE, RETAINING WALL M3 522.2500 4,869,459.00 563.000 294,026.75 1,903.000 993,841.75 F) 07 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,122.0000 32,538.00 0.000 0.00 F) (TYPE N) 08 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,448.0000 9,792.00 0.000 0.00 F) (TYPE R) 09 MINOR CONCRETE (MINOR STRUCTURE) M3 1,199.1000 419,685.00 2.430 2,913.81 17.260 20,696.47 F) 10 MINOR CONCRETE (BACKFILL) M3 150.0000 2,100.00 0.000 0.00 11 PAVING NOTCH EXTENSION M3 9,180.0000 4,590.00 0.000 0.00 12 ARCHITECTURAL TEXTURE M2 76.5000 275,706.00 467.000 35,725.50 467.000 35,725.50 F) 13 DRILL AND BOND DOWEL M 76.5000 2,524.50 10.000 765.00 10.000 765.00 14 REFINISH BRIDGE DECK M2 61.2000 2,142.00 0.000 0.00 15 JOINT SEAL (MR 40 MM) M 306.0000 3,060.00 0.000 0.00 S) 16 BAR REINFORCING STEEL (BRIDGE) KG 3.1000 135,584.70 1,500.000 4,650.00 16,500.000 51,150.00 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5500 1,583,759.10 86,282.000 220,019.10 161,922.000 412,901.10 SF) 18 SHOTCRETE M3 510.0000 112,710.00 93.000 47,430.00 120.000 61,200.00 F) 19 ASPHALT MEMBRANE WATERPROOFING M2 102.0000 12,648.00 0.000 0.00 SF) 20 COLUMN CASING KG 15.3000 570,445.20 0.000 0.00 SF) 21 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 1,456,000.00 42,810.000 556,530.00 42,810.000 556,530.00 F) 22 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4100 45,920.00 0.000 0.00 SF) 23 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 145.9000 37,934.00 0.000 0.00 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 102.0000 2,040.00 0.000 0.00 (1.6 MM-UNFRAMED) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 116.3000 1,395.60 0.000 0.00 (2.0 MM-UNFRAMED) 26 1524 MM CAST-IN-DRILLED-HOLE M 3,570.0000 260,610.00 7.300 26,061.00 21.900 78,183.00 S) CONCRETE PILE (SIGN FOUNDATION) 27 METAL (BARRIER MOUNTED SIGN) KG 28.6000 3,432.00 0.000 0.00 28 METAL (RAIL MOUNTED SIGN) KG 35.7000 19,278.00 0.000 0.00 29 ROADSIDE SIGN - ONE POST EA 300.9000 3,009.00 0.000 0.00 30 ROADSIDE SIGN - TWO POST EA 668.1000 668.10 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 METHOD) 32 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 192.0000 151,680.00 33.540 6,439.68 35.040 6,727.68 33 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 195.0000 85,800.00 84.000 16,380.00 96.100 18,739.50 34 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 236.0000 708.00 0.000 0.00 35 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 227.0000 90,800.00 0.000 0.00 36 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 227.0000 36,320.00 0.000 0.00 37 450 MM ALTERNATIVE PIPE CULVERT M 203.0000 812.00 0.000 0.00 (TYPE C) 38 300 MM BITUMINOUS COATED CORRUGATED M 100.0000 17,000.00 11.900 1,190.00 25.300 2,530.00 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 0.000 0.00 STEEL PIPE (2.01 MM THICK) 41 450 MM SLOTTED CORRUGATED STEEL PIPE M 226.0000 51,980.00 0.000 0.00 (2.01 MM THICK) 42 200 MM PERFORATED PLASTIC M 89.9000 63,829.00 0.000 0.00 PIPE UNDERDRAIN 43 PERMEABLE MATERIAL (BLANKET) M3 57.5000 103,500.00 0.000 0.00 44 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 324.0000 20,088.00 0.000 0.00 45 300 MM STEEL FLARED END SECTION EA 220.0000 660.00 0.000 0.00 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 0.000 0.00 48 ROCK SLOPE PROTECTION M3 262.0000 2,620.00 0.000 0.00 (FACING, METHOD B) 49 CONCRETE (DITCH LINING) M3 1,141.9000 18,270.40 7.600 8,678.44 7.600 8,678.44 50 SLOPE PAVING (CONCRETE) M3 1,601.4000 30,426.60 0.000 0.00 F) 51 ROCK SLOPE PROTECTION FABRIC M2 8.3000 315.40 0.000 0.00 52 MINOR CONCRETE (MISCELLANEOUS M3 688.5000 110,160.00 14.410 9,921.29 CONSTRUCTION) 53 MINOR CONCRETE (GUTTER) M 120.5500 131,640.60 0.000 0.00 F) 54 MISCELLANEOUS IRON AND STEEL KG 3.5700 89,607.00 1,258.000 4,491.06 SF) 55 MISCELLANEOUS METAL (RETAINING WALL) KG 30.6000 2,754.00 0.000 0.00 F) 56 CHAIN LINK FENCE (TYPE CL-1.2, M 87.0000 95,613.00 0.000 0.00 S) VINYL-CLAD) 57 CHAIN LINK FENCE (TYPE CL-1.8) M 66.9500 14,729.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 59 DELINEATOR (CLASS 1) EA 33.7000 7,077.00 0.000 0.00 60 OBJECT MARKER (TYPE L-1) EA 35.7000 321.30 0.000 0.00 61 METAL BEAM GUARD RAILING (WOOD POST) M 155.0000 8,835.00 0.000 0.00 S) 62 VEGETATION CONTROL (ASPHALT COMPOSITE) M2 110.0000 60,500.00 0.000 0.00 S) 63 SINGLE THRIE BEAM BARRIER (WOOD POST) M 108.1500 28,119.00 0.000 0.00 S) 64 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 169.3500 276,040.50 0.000 0.00 S) 65 TRANSITION RAILING (TYPE WB) EA 4,284.0000 29,988.00 0.000 0.00 S) 66 TRANSITION RAILING (TYPE DTB) EA 4,284.0000 8,568.00 0.000 0.00 S) 67 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,224.0000 3,672.00 0.000 0.00 S) 68 END ANCHOR ASSEMBLY (TYPE CA) EA 2,040.0000 6,120.00 0.000 0.00 S) 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,652.0000 29,172.00 0.000 0.00 S) 70 CRASH CUSHION, SAND FILLED EA 3,927.0000 3,927.00 0.000 0.00 S) 71 CONCRETE BARRIER (TYPE 60) M 194.0000 40,740.00 0.000 0.00 72 CONCRETE BARRIER (TYPE 60C) M 168.0000 347,760.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 60D) M 158.0000 158,000.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 732 MODIFIED) M 510.0000 36,720.00 0.000 0.00 F) 75 CONCRETE BARRIER (TYPE 732A) M 179.0000 325,780.00 0.000 0.00 76 CONCRETE BARRIER (TYPE 60R) M 816.0000 261,120.00 0.000 0.00 77 THERMOPLASTIC PAVEMENT MARKING M2 45.9000 1,927.80 0.000 0.00 S) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4300 19,448.00 0.000 0.00 S) 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2600 2,705.80 0.000 0.00 S) 80 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0600 2,845.80 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 366.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2200 22,936.00 0.000 0.00 S) (BROKEN 10.38 M - 4.26 M) 83 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0400 22,848.00 2,686.000 5,479.44 S) 84 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0600 13,494.60 49.000 149.94 1,195.000 3,656.70 S) PROGRAM CAS145 PAGE 8 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 86 ELECTRONIC TOLL SYSTEM LS 302,000.0000 302,000.00 0.092 27,784.00 S) 87 MODIFY SIGNAL LS 45,900.0000 45,900.00 0.133 6,104.70 S) 88 TRAFFIC OPERATIONS SYSTEM LOCATION 1 LS 76,500.0000 76,500.00 0.067 5,125.50 S) 89 TRAFFIC OPERATIONS SYSTEM LOCATION 2 LS 76,500.0000 76,500.00 0.000 0.00 S) 90 TRAFFIC OPERATIONS SYSTEM LOCATION 3 LS 56,100.0000 56,100.00 0.000 0.00 S) 91 TRAFFIC OPERATIONS SYSTEM LOCATION 4 LS 76,500.0000 76,500.00 0.000 0.00 S) 92 TRAFFIC OPERATIONS SYSTEM LOCATION 5 LS 96,390.0000 96,390.00 0.000 0.00 S) 93 TRAFFIC OPERATIONS SYSTEM LOCATION 6 LS 96,900.0000 96,900.00 0.000 0.00 S) 94 CAMERA UNIT EA 20,400.0000 61,200.00 0.000 0.00 S) 95 PAN AND TILT UNIT EA 10,200.0000 30,600.00 0.000 0.00 S) 96 CAMERA CONTROL UNIT EA 10,200.0000 30,600.00 0.000 0.00 S) 97 VIDEO ENCODER UNIT EA 5,100.0000 15,300.00 0.000 0.00 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 0.000 0.00 S) 00 HIGHWAY ADVISORY RADIO SYSTEM EA 66,300.0000 66,300.00 0.000 0.00 S) 01 GENERAL PACKET RADIO WIRELESS MODEM EA 2,550.0000 12,750.00 0.000 0.00 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 45.700 233.07 45.700 233.07 PROGRAM CAS145 PAGE 9 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253794 TIME 08:24 AM ESTIMATE NO. 05 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 02/20/09 R.E. NAME: SATINDER GREWAL DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,770,575.77 4,218,229.46 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 31,502.53 86,785.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,802,078.30 4,305,015.11 04 MOBILIZATION LS 2800,000.0000 2,800,000.00 0.750 2,100,000.00 ORIGINAL CONTRACT AMOUNT 34,135,789.10 TOTAL WORK COMPLETED 1,802,078.30 6,405,015.11 MATERIALS ON HAND ON SITE 432,065.65 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,802,078.30 6,837,080.76 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 09/19/08 188 11/13/08 11/13/08 10/19/09 21 44 0 0 19% 11% PROGRESS IS SATISFACTORY SATINDER GREWAL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 02/23/09