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 05/25/10 EST. NO.75 TIME 01:13 PM R.E. NAME: VENTOCILLA, JOSE 07-1178U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0270 160,187.64 E.W. @ F.A.(+) 032010 N 3930 0 010 0004 3,820.00 A.C. @ L.S.(+) 050510 N 901.30 060 0001 -14,207.50 A.C. @ L.S.(-) 041306 N 2882.2 092 0002 121.50 E.W. @ L.S.(+) 030108 N 2882.1 109 0001 3,030.76 E.W. @ F.A.(+) 071409 N 3881.0 0002 42,501.10 082109 N 3882.0 195,453.50 TOTAL THIS ESTIMATE 7,429,685.38 TOTAL PREVIOUS ESTIMATE 7,625,138.88 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 05/25/10 EST. NO.75 TIME 01:13 PM R.E. NAME: VENTOCILLA, JOSE 07-1178U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPP NON-COMPLIANCE -620,465.25 10 SWPP COMPLIANCE 620,465.25 11 COMPACTION DEDUCT -19,200.00 15 LATE OPEN OF CLOSURE -89,000.00 15 COMPACTION TEST DEDU -7,200.00 19 COMPACTION TEST DEDU -9,200.00 22 COMPACTION TEST DEDU -12,000.00 24 SCHEDULE NON-COMPLI -458,322.00 25 COMPACTION TEST DEDU -8,000.00 27 SCHEDULE NON-COMPLIA -607,228.00 27 COMPACTION TEST DEDU -4,000.00 28 DAMAGE TO IRRIGATION -10,000.00 28 SCHEDULE NON-COMPLIA -73,959.00 28 DAMAGE TO IRRIGATION 10,000.00 29 REVIEW OF NEW AC MIX -15,000.00 29 SCHEDULE NON-COMPLIA 1,139,509.00 29 REVIEW OF NEW AC MIX 15,000.00 30 REVIEW OF NEW AC MIX -1,500.00 30 JOINT FILLER MATERIA -7,200.00 39 PCCP FAILURE DEDUCTI -1,100.00 39 UNSAT PROGRESS NATIO -333,230.45 40 UNSAT PROGRESS NATIO 333,230.45 42 TRO SAFETY RETENTION -126,900.00 45 PCCP NO JOINT SEAL -157,236.00 46 TRO SAFETY RELEASE 126,900.00 46 PCCP FAILURE DED 434 -2,117.90 50 YARD NON-COMPLIANCE -289,409.00 56 PCCP JOINT SEAL 157,236.00 57 SOLID CEM-4401 JAN09 -10,000.00 59 YARD NON-COMPLIANCE 289,409.00 59 COMPACTION TEST DED. -105,600.00 70 SOLID WASTE REPORT 10,000.00 70 FAILURE DED VAR -39,047.26 71 0.00 -305,165.16 LABOR COMPLIANCE VIOLATION JAN.'05 -10,000.00 05 FEB '2005 -10,000.00 06 FEB 2005 10,000.00 07 MARCH 2005 -10,000.00 07 MARCH 05 10,000.00 09 JAN 2005 10,000.00 09 SHORING 10-05 -10,000.00 14 SHORING 10-05 10,000.00 15 OCT 06 -10,000.00 28 OCT 06 10,000.00 29 0.00 0.00 TOTAL DEDUCTIONS 0.00 -305,165.16 PROGRAM CAS145 PAGE 1 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 LOCATION PROGRESS ESTIMATE 07-LA-405-25.9/29.5 ----------------- BALFOUR BEATTY CONSTR. INC. IN LOS ANGELES COUNTY AT VARIOUS 419 SOUTH HINDRY AVE., STE C LOCATIONS INGLEWOOD, CA 91792 FED. AID NO. ACNH-405 -3(48)N ,I-405 -3(48)N ,STPC-6207(34) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 2,600.0000 2,600.00 0.750 1,950.00 02 TIME-RELATED OVERHEAD WDAY 14,100.0000 10,857,000.00 770.000 10,857,000.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 400,000.0000 400,000.00 1.000 400,000.00 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 40.0000 140,400.00 2,495.200 99,808.00 S) 06 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.991 594,600.00 S) 08 FLASHING ARROW SIGN EA 2,500.0000 25,000.00 8.000 20,000.00 S) 09 TYPE II BARRICADE EA 225.0000 72,000.00 320.000 72,000.00 S) 10 TYPE III BARRICADE EA 340.0000 45,900.00 135.000 45,900.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 71,520.00 2,989.000 71,736.00 S) 12 FLASHING BEACON (PORTABLE) EA 1,385.0000 2,770.00 2.000 2,770.00 2.000 2,770.00 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 8,000.00 3.000 6,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 21.0000 823,200.00 35,951.790 754,987.59 S) 15 TEMPORARY CRASH CUSHION MODULE EA 196.0000 196,000.00 1,156.000 226,576.00 S) 16 ABANDON CULVERT M 18.0000 2,160.00 115.200 2,073.60 17 ABANDON SEWER MANHOLE EA 945.0000 2,835.00 2.000 1,890.00 18 ABANDON SEWER SYSTEM M 15.0000 4,650.00 310.000 4,650.00 19 OBLITERATE SURFACING M2 10.0000 32,000.00 3,200.000 32,000.00 20 REMOVE WOOD FENCE M 77.0000 462.00 6.000 462.00 6.000 462.00 S) 21 REMOVE CHAIN LINK FENCE M 22.0000 96,800.00 5,174.613 113,841.49 S) 22 REMOVE METAL BEAM GUARD RAILING M 25.0000 53,250.00 2,317.020 57,925.50 S) PROGRAM CAS145 PAGE 2 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 1,060.00 9,357.000 18,714.00 S) 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 27,600.00 11,539.660 23,079.32 S) STRIPE 25 REMOVE TRAFFIC STRIPE M 1.5000 103,800.00 116,057.680 174,086.52 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 560.00 329.810 5,276.96 S) 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 49,790.00 23,649.700 30,744.61 S) 28 TEST YELLOW TRAFFIC STRIPE LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 2,560.00 233.630 3,738.08 S) 30 REMOVE ROADSIDE SIGN EA 150.0000 31,500.00 194.000 29,100.00 31 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 34.000 3,400.00 (STRAP AND SADDLE BRACKET METHOD) 32 REMOVE ROADSIDE SIGN PANEL EA 100.0000 3,900.00 32.000 3,200.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 66,000.00 4.000 12,000.00 22.000 66,000.00 S) 34 REMOVE ASPHALT CONCRETE DIKE M 6.0000 1,980.00 749.760 4,498.56 35 REMOVE PIPE M 25.0000 35,250.00 1,434.600 35,865.00 36 REMOVE INLET EA 187.0000 31,790.00 169.000 31,603.00 37 REMOVE MANHOLE EA 540.0000 1,080.00 7.000 3,780.00 38 REMOVE RETAINING WALL M 545.0000 550,450.00 1,140.890 621,785.05 39 REMOVE MASONRY WALL M2 40.0000 5,200.00 14.790 591.60 40 REMOVE CONCRETE PAVEMENT M2 12.0000 57,600.00 8,373.910 100,486.92 41 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 16,800.00 549.620 43,969.60 42 RELOCATE GATE EA 800.0000 2,400.00 2.000 1,600.00 43 RELOCATE ROADSIDE SIGN (METAL POST) EA 300.0000 11,400.00 38.000 11,400.00 44 ADJUST INLET EA 800.0000 800.00 1.000 800.00 45 ADJUST MANHOLE TO GRADE EA 890.0000 5,340.00 8.000 7,120.00 46 ADJUST SEWER MANHOLE EA 890.0000 1,780.00 3.000 2,670.00 47 MODIFY INLET EA 1,800.0000 5,400.00 3.000 5,400.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.3000 27,820.00 18,347.910 23,852.28 S) 49 REMOVE CONCRETE M3 133.0000 408,310.00 496.990 66,099.67 PROGRAM CAS145 PAGE 3 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 25.0000 131,000.00 5,084.830 127,120.75 51 REMOVE CONCRETE (CURB, GUTTER, AND M3 40.0000 140,400.00 3,073.551 122,942.04 SIDEWALK) 52 REMOVE BUS PAD M2 40.0000 9,600.00 239.000 9,560.00 53 REMOVE SOUND WALL M 150.0000 307,500.00 2,088.965 313,344.75 54 REMOVE METAL RAILING M 32.0000 3,168.00 99.000 3,168.00 55 BRIDGE REMOVAL, LOCATION A LS 290,000.0000 290,000.00 1.000 290,000.00 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION K LS 30,000.0000 30,000.00 1.000 30,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 34,000.0000 34,000.00 1.000 34,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION L LS 30,000.0000 30,000.00 1.000 30,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION C LS 34,000.0000 34,000.00 1.000 34,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION M LS 35,000.0000 35,000.00 1.000 35,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION D LS 51,000.0000 51,000.00 1.000 51,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION N LS 38,000.0000 38,000.00 1.000 38,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 27,000.0000 27,000.00 1.000 27,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 90,000.0000 90,000.00 1.000 90,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 35,000.0000 35,000.00 1.000 35,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION H LS 28,000.0000 28,000.00 1.000 28,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION I LS 25,000.0000 25,000.00 1.000 25,000.00 69 BRIDGE REMOVAL (PORTION), LOCATION J LS 28,000.0000 28,000.00 1.000 28,000.00 70 JACKING SUPERSTRUCTURE, LOCATION D LS 13,500.0000 13,500.00 1.000 13,500.00 71 JACKING SUPERSTRUCTURE, LOCATION A LS 13,500.0000 13,500.00 0.000 0.00 72 JACKING SUPERSTRUCTURE, LOCATION B LS 13,500.0000 13,500.00 1.000 13,500.00 73 JACKING SUPERSTRUCTURE, LOCATION C LS 13,500.0000 13,500.00 1.000 13,500.00 74 CLEARING AND GRUBBING LS 456,000.0000 456,000.00 1.000 456,000.00 75 DECOMPOSED GRANITE M3 134.0000 14,740.00 101.000 13,534.00 76 ROADWAY EXCAVATION M3 35.0000 3,048,850.00 100,588.900 3,520,611.50 PROGRAM CAS145 PAGE 4 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 758,000.00 43,484.000 869,680.00 (AERIALLY DEPOSITED LEAD) 78 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 79 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 1,057,200.00 29.000 3,480.00 9,813.000 1,177,560.00 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 31.0000 3,556,723.00 48.000 1,488.00 111,981.000 3,471,411.00 F) 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 STRUCTURE BACKFILL (BRIDGE) M3 64.0000 579,520.00 18.000 1,152.00 11,084.000 709,376.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 1,376,730.00 316.200 4,743.00 88,835.200 1,332,528.00 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 72.0000 677,520.00 8.000 576.00 9,248.900 665,920.80 F) WALL) 85 HIGHWAY PLANTING LS 600,000.0000 600,000.00 1.000 600,000.00 S) 86 ROCK BLANKET M2 55.0000 37,400.00 716.000 39,380.00 87 PLANT ESTABLISHMENT WORK LS 136,000.0000 136,000.00 0.080 10,880.00 0.792 107,712.00 S) 88 MAINTAIN EXISTING IRRIGATION FACILITIES LS 41,000.0000 41,000.00 1.000 41,000.00 S) 89 IRRIGATION SYSTEM LS 740,000.0000 740,000.00 1.000 740,000.00 S) 90 WATER METER EA 3,300.0000 19,800.00 17.000 56,100.00 91 200 MM CORRUGATED HIGH DENSITY M 174.0000 22,620.00 934.040 162,522.96 POLYETHYLENE PIPE CONDUIT 92 200 MM WELDED STEEL PIPE CASING M 456.0000 29,640.00 16.000 7,296.00 93 CLASS 2 AGGREGATE BASE M3 46.0000 37,260.00 807.000 37,122.00 94 AGGREGATE BASE (APPROACH SLAB) M3 245.0000 26,460.00 64.390 15,775.55 95 CLASS 3 AGGREGATE BASE M3 37.0000 1,258,000.00 34,619.450 1,280,919.65 96 LEAN CONCRETE BASE M3 93.0000 1,757,700.00 16,124.780 1,499,604.54 97 ASPHALT CONCRETE (TYPE B) TONN 103.0000 6,097,600.00 66,638.250 6,863,739.75 98 GEOFABRIC WOVEN (TYPE 200 WS) M2 2.0000 5,760.00 2,880.000 5,760.00 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 31.0000 124,930.00 5,134.590 159,172.29 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 3,900.00 843.430 8,434.30 01 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 500.00 207.000 2,070.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 27,600.00 2,428.540 24,285.40 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 3,400.00 714.620 7,146.20 PROGRAM CAS145 PAGE 5 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 130.0000 4,342,000.00 29,628.350 3,851,685.50 05 CONCRETE PAVEMENT M3 659.0000 230,650.00 519.040 342,047.36 (RAPID STRENGHT CONCRETE) 06 SEAL LONGITUDINAL ISOLATION JOINT M 7.0000 66,430.00 14,263.000 99,841.00 07 TIE BAR (DRILL AND BOND) EA 6.0000 5,520.00 -79.000 -474.00 992.000 5,952.00 08 GRIND EXISTING CONCRETE M2 10.0000 14,500.00 0.000 0.00 S) PAVEMENT 09 FURNISH STEEL PILING (HP 360 X 132) M 80.0000 340,960.00 3,907.000 312,560.00 10 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 512,000.00 451.000 451,000.00 S) 11 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 661,980.00 364.000 40,040.00 6,291.610 692,077.10 S) PILING 12 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 162.0000 45,360.00 274.400 44,452.80 S) PILING (SOUND WALL) 13 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 325.0000 74,100.00 13.600 4,420.00 254.400 82,680.00 S) PILING 14 FURNISH PILING (CLASS 900) M 180.0000 1,573,380.00 9,793.840 1,762,891.20 (ALTERNATIVE W) 15 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,000.0000 776,000.00 787.000 787,000.00 S) 16 FURNISH PILING (CLASS 625) M 50.0000 12,000.00 230.000 11,500.00 17 DRIVE PILE (CLASS 625) EA 1,000.0000 37,000.00 37.000 37,000.00 S) 18 FURNISH PILING (CLASS 625C) M 50.0000 257,950.00 4,591.488 229,574.40 (ALTERNATIVE X) 19 DRIVE PILE (CLASS 625C) EA 1,000.0000 519,000.00 477.000 477,000.00 S) (ALTERNATIVE X) 20 FURNISH PILING (CLASS 400C) M 60.0000 168,900.00 2,811.540 168,692.40 21 FURNISH PILING (CLASS 400 C) M 50.0000 176,350.00 3,568.500 178,425.00 (ALTERNATIVE X) 22 DRIVE PILE (CLASS 400C) EA 1,000.0000 436,000.00 272.000 272,000.00 S) 23 DRIVE PILE (CLASS 400 C) EA 1,000.0000 350,000.00 392.000 392,000.00 S) (ALTERNATIVE X) 24 FURNISH PILING (CLASS 400) M 50.0000 13,000.00 262.300 13,115.00 25 DRIVE PILE (CLASS 400) EA 1,000.0000 34,000.00 34.000 34,000.00 S) 26 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 174.0000 45,240.00 0.000 0.00 S) PILING 27 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 1.000 320,000.00 S) 28 TIEDOWN ANCHOR EA 3,200.0000 393,600.00 140.000 448,000.00 S) 29 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 889,000.00 7.100 2,485.00 2,980.600 1,043,210.00 F) 30 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 6,813,750.00 38.000 28,500.00 9,123.000 6,842,250.00 F) PROGRAM CAS145 PAGE 6 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, RETAINING WALL M3 231.0000 9,255,246.00 90.660 20,942.46 38,945.043 8,996,304.93 F) 32 STRUCTURAL CONCRETE, BARRIER SLAB M3 748.0000 144,364.00 193.000 144,364.00 F) 33 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 31,200.00 39.000 31,200.00 F) (TYPE EQ) 34 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 720,500.00 -0.180 -90.00 1,453.740 726,870.00 F) (TYPE N) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 620.0000 435,860.00 -15.510 -9,616.20 600.320 372,198.40 F) (TYPE R) 36 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 152,600.00 218.000 152,600.00 F) 37 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 904,800.00 5.500 6,600.00 748.950 898,740.00 F) 38 MINOR CONCRETE (SOUND WALL) M3 979.0000 142,934.00 9.400 9,202.60 160.300 156,933.70 F) 39 PAVING NOTCH EXTENSION M3 2,600.0000 65,000.00 17.590 45,734.00 40 ARCHITECTURAL TREATMENT M2 42.0000 550,200.00 -216.450 -9,090.90 12,340.050 518,282.10 F) 41 DRILL AND BOND DOWEL M 47.0000 121,730.00 2,411.245 113,328.52 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 216,000.00 24.000 216,000.00 S) GIRDER (20 M - 25 M) 43 ERECT PRECAST CONCRETE GIRDER EA 1,710.0000 41,040.00 24.000 41,040.00 S) 44 REFINISH BRIDGE DECK M2 130.0000 44,200.00 540.880 70,314.40 45 SOUND WALL (MASONRY BLOCK) M2 150.0000 4,274,100.00 157.000 23,550.00 28,101.800 4,215,270.00 SF) 46 MASONRY BLOCK WALL M2 150.0000 72,000.00 482.870 72,430.50 S) 47 JOINT SEAL (MR 30 MM) M 130.0000 29,900.00 176.000 22,880.00 S) 48 JOINT SEAL (MR 15 MM) M 100.0000 40,800.00 362.600 36,260.00 S) 49 JOINT SEAL (MR 25 MM) M 115.0000 8,165.00 57.000 6,555.00 S) 50 JOINT SEAL (MR 40 MM) M 150.0000 16,500.00 110.000 16,500.00 S) 51 JOINT SEAL (MR 50 MM) M 200.0000 14,000.00 70.000 14,000.00 S) 52 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 3,858,200.00 4,708.000 11,770.00 1,862,711.000 4,656,777.50 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 7,039,490.00 1,413.994 3,534.99 2,765,805.000 6,914,512.50 SF) 54 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 83,450.00 33,380.000 83,450.00 SF) 55 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.9000 297,360.00 50,400.000 297,360.00 SF) 56 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8600 43,344.00 50,400.000 43,344.00 SF) 57 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,338,000.00 -30,687.000 -184,122.00 233,329.000 1,399,974.00 F) PROGRAM CAS145 PAGE 7 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 346,500.00 233,979.000 350,968.50 SF) 59 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 39,600.00 28.100 33,720.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 137,200.00 91.900 128,660.00 S) CONCRETE PILE (SIGN FOUNDATION) 61 1000 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 13,500.00 8.500 12,750.00 S) PILE (SIGN FOUNDATION) 62 1370 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 108,000.00 59.500 107,100.00 S) PILE (SIGN FOUNDATION) 63 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 54,000.00 26.840 53,680.00 S) PILE (SIGN FOUNDATION) 64 METAL (BARRIER MOUNTED SIGN) KG 12.0000 36,360.00 2,976.000 35,712.00 65 METAL (SOUND WALL MOUNTED SIGN) KG 12.0000 28,680.00 1,976.000 23,712.00 66 ROADSIDE SIGN (METAL POST) EA 200.0000 15,200.00 38.000 7,600.00 67 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 67.000 20,100.00 68 ROADSIDE SIGN - TWO POST EA 600.0000 22,200.00 29.000 17,400.00 69 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 16,800.00 116.000 16,240.00 METHOD) 70 INSTALL SIGN OVERLAY EA 150.0000 450.00 1.000 150.00 71 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 500.0000 6,000.00 12.000 6,000.00 72 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 4,400.00 22.000 4,400.00 22.000 4,400.00 73 INSTALL SIGN PANEL ON SOUND WALL EA 200.0000 4,800.00 19.000 3,800.00 74 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 1.000 100,000.00 S) 75 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 8,500.0000 51,000.00 6.000 51,000.00 S) 76 WORK AREA MONITORING LS 12,000.0000 12,000.00 1.000 12,000.00 S) 77 300 MM PLASTIC PIPE M 127.0000 13,970.00 104.900 13,322.30 78 300 MM REINFORCED CONCRETE PIPE M 885.0000 885.00 0.400 354.00 1.000 885.00 79 450 MM REINFORCED CONCRETE PIPE M 235.0000 185,650.00 850.200 199,797.00 80 600 MM REINFORCED CONCRETE PIPE M 245.0000 548,800.00 2,136.400 523,418.00 81 825 MM REINFORCED CONCRETE PIPE M 475.0000 6,175.00 13.000 6,175.00 82 900 MM REINFORCED CONCRETE PIPE M 1,230.0000 2,460.00 2.000 2,460.00 83 1200 MM REINFORCED CONCRETE PIPE M 730.0000 2,920.00 0.500 365.00 0.500 365.00 84 1350 MM REINFORCED CONCRETE PIPE M 420.0000 46,200.00 94.500 39,690.00 PROGRAM CAS145 PAGE 8 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM SLOTTED CORRUGATED STEEL PIPE M 380.0000 247,000.00 637.700 242,326.00 (2.01 MM THICK) 86 100 MM PLASTIC PIPE UNDERDRAIN M 192.0000 1,728.00 9.000 1,728.00 87 150 MM PLASTIC PIPE M 141.0000 8,037.00 57.000 8,037.00 88 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 975.0000 975.00 1.000 975.00 89 80 MM PLASTIC PIPE (EDGE DRAIN) M 38.0000 371,260.00 9,689.140 368,187.32 90 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 85.0000 78,200.00 595.500 50,617.50 91 450 MM CONCRETE FLARED END SECTION EA 747.0000 8,964.00 10.000 7,470.00 92 600 MM CONCRETE FLARED END SECTION EA 757.0000 757.00 1.000 757.00 93 900 MM PRECAST CONCRETE PIPE MANHOLE M 793.0000 3,965.00 4.500 3,568.50 94 200 MM CLAY SEWER PIPE M 305.0000 48,800.00 155.200 47,336.00 S) 95 150 MM SEWER PIPE (LATERAL) M 252.0000 15,876.00 99.000 24,948.00 96 200 MM POLYVINYL CHLORIDE SEWER PIPE M 174.0000 27,840.00 175.900 30,606.60 97 SEWER MANHOLE FRAME AND COVER EA 350.0000 3,150.00 10.000 3,500.00 S) 98 CONCRETE SEWER MANHOLE EA 2,900.0000 26,100.00 10.000 29,000.00 S) 99 MINOR CONCRETE (PIPE ENCASEMENT) M3 472.0000 14,632.00 32.030 15,118.16 00 MINOR CONCRETE (BACKFILL) M3 153.0000 5,814.00 63.200 9,669.60 01 ROCK SLOPE PROTECTION M3 191.0000 573.00 5.840 1,115.44 (FACING, METHOD B) 02 MINOR CONCRETE (DITCH LINING) M3 150.0000 4,950.00 29.000 4,350.00 03 MINOR CONCRETE (CHANNEL LINING) M3 611.0000 183,300.00 387.000 236,457.00 04 ROCK SLOPE PROTECTION FABRIC M2 18.0000 234.00 24.800 446.40 05 MINOR CONCRETE (GUTTER DEPRESSION) M3 1,500.0000 30,000.00 18.720 28,080.00 06 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 542.0000 726,280.00 1,220.283 661,393.39 AND DRIVEWAY) 07 MINOR CONCRETE (GUTTER) M 88.0000 122,760.00 687.000 60,456.00 1,395.000 122,760.00 F) 08 CURB DRAIN EA 1,389.0000 2,778.00 2.000 2,778.00 09 MINOR CONCRETE (STAMPED CONCRETE) M3 1,015.0000 30,450.00 61.640 62,564.60 10 MINOR CONCRETE (COLOR TEXTURE PAVING) M2 56.0000 248,640.00 4,258.310 238,465.36 11 MINOR CONCRETE (BUS PAD) M3 455.0000 21,385.00 47.000 21,385.00 PROGRAM CAS145 PAGE 9 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MINOR CONCRETE (CURB RAMP) M3 589.0000 29,450.00 54.250 31,953.25 13 MISCELLANEOUS IRON AND STEEL KG 4.0000 252,400.00 62,581.000 250,324.00 SF) 14 MISCELLANEOUS METAL (BRIDGE) KG 5.2000 31,902.00 6,135.000 31,902.00 SF) 15 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 33,000.00 816.400 40,820.00 S) 16 WOOD FENCE M 100.0000 700.00 10.980 1,098.00 S) 17 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 26,400.00 28.000 33,600.00 S) 18 4.88 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 1.000 4,000.00 S) 19 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 1.000 3,000.00 S) 20 DELINEATOR (CLASS 1) EA 41.0000 1,230.00 28.000 1,148.00 21 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 5,000.00 36.000 3,600.00 22 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 35,000.00 435.910 43,591.00 S) 23 CHAIN LINK RAILING (TYPE 7) M 150.0000 117,750.00 -117.440 -17,616.00 838.000 125,700.00 SF) 24 CONCRETE BARRIER (TYPE 26 MODIFIED) M 355.0000 50,055.00 141.000 50,055.00 F) 25 CONCRETE BARRIER (TYPE 27B MODIFIED) M 240.0000 9,600.00 123.300 29,592.00 26 CONCRETE BARRIER (TYPE 60R MODIFIED) M 140.0000 25,200.00 157.600 22,064.00 27 CONCRETE BARRIER (TYPE 60W) M 70.0000 186,200.00 2,525.890 176,812.30 28 CABLE RAILING M 50.0000 39,050.00 7.000 350.00 781.000 39,050.00 SF) 29 TERMINAL SECTION (TYPE B) EA 200.0000 800.00 2.000 400.00 S) 30 TERMINAL SECTION (TYPE C) EA 200.0000 200.00 1.000 200.00 S) 31 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 17,500.00 3.000 10,500.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 32,500.00 12.000 30,000.00 S) 33 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 5,600.00 5.000 4,000.00 S) 34 CRASH CUSHION (REACT 9SCBS) EA 50,000.0000 150,000.00 3.000 150,000.00 S) 35 CONCRETE BARRIER (TYPE 60) M 65.0000 132,600.00 2,037.280 132,423.20 36 CONCRETE BARRIER (TYPE 60A) M 180.0000 14,580.00 -0.310 -55.80 81.000 14,580.00 F) 37 CONCRETE BARRIER M 235.0000 68,855.00 -1.000 -235.00 293.000 68,855.00 F) (TYPE 60 A MODIFIED) 38 CONCRETE BARRIER M 200.0000 86,600.00 57.770 11,554.00 433.000 86,600.00 F) (TYPE 60 D MODIFIED) PROGRAM CAS145 PAGE 10 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 60D) M 70.0000 113,750.00 87.000 6,090.00 1,631.500 114,205.00 F) 40 CONCRETE BARRIER (TYPE 732 MODIFIED) M 150.0000 21,900.00 146.000 21,900.00 F) 41 CONCRETE BARRIER (TYPE 732) M 250.0000 2,750.00 11.000 2,750.00 11.000 2,750.00 42 CONCRETE BARRIER (TYPE 736) M 237.0000 37,683.00 159.000 37,683.00 F) 43 CONCRETE BARRIER (TYPE 736 SV) M 345.0000 303,600.00 100.000 34,500.00 965.500 333,097.50 44 CONCRETE BARRIER (TYPE 736A) M 290.0000 652,500.00 8.340 2,418.60 1,840.340 533,698.60 F) 45 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 1,308,000.00 80.100 24,030.00 4,356.100 1,306,830.00 F) 46 CONCRETE BARRIER (TYPE 736B) M 500.0000 2,000.00 4.000 2,000.00 4.000 2,000.00 47 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 661,800.00 2,206.000 661,800.00 F) 48 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 30,480.00 1,289.510 30,948.24 S) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,330.00 10,805.880 10,805.88 S) 50 100 MM INVERTED PROFILE THERMOPLASTIC M 2.7500 227,975.00 0.000 0.00 S) TRAFFIC STRIPE 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 17,720.00 2,370.000 4,740.00 S) 52 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 41,650.00 -301.000 -1,505.00 0.000 0.00 S) TRAFFIC STRIPE 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,660.00 730.100 1,460.20 S) (BROKEN 3.66 M - 0.92 M) 54 100 MM INVERTED PROFILE THERMOPLASTIC M 2.5000 130,250.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 10.98 M - 3.66 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,060.00 5,095.000 5,095.00 S) (BROKEN 5.18 M - 2.14 M) 56 100 MM INVERTED PROFILE THERMOPLASTIC M 2.5000 4,400.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 5.18 M - 2.14 M) 57 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 9,750.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 11.00M - 3.50 M) 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.6600 48,378.00 115,968.120 76,538.96 S) 59 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 30,650.00 96,704.060 48,352.03 S) (BROKEN 10.98 M - 3.66 M) 60 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 1,445.00 3,352.000 1,676.00 S) (BROKEN 5.18 M - 2.14 M) 61 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 46,650.00 43,641.000 65,461.50 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 63,000.00 27,539.000 82,617.00 S) 63 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 1.000 100,000.00 S) (CITY STREET LOCATION 1) 64 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 1.000 160,000.00 S) (CITY STREET LOCATION 2) 65 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 1.000 120,000.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 SIGNAL AND LIGHTING LS 190,000.0000 190,000.00 1.000 190,000.00 S) (CITY STREET LOCATION 4) 67 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 1.000 70,000.00 S) (CITY STREET LOCATION 5) 68 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) (CITY STREET LOCATION 6) 69 LIGHTING (TEMPORARY) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 70 LIGHTING (CITY STREET) LS 730,000.0000 730,000.00 1.000 730,000.00 S) 71 CHANGEABLE MESSAGE SIGN NO. SD245 LS 2,400.0000 2,400.00 1.000 2,400.00 S) (KP 39.4) 72 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 1.000 3,000.00 S) NO. 35 (KP 44.8) 73 CHANGEABLE MESSAGE SIGN NO. MA019 LS 2,400.0000 2,400.00 1.000 2,400.00 S) (KP 3.2) 74 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 1.000 3,000.00 S) NO. 58 (KP 45.2) 75 REMOVE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 1.000 12,000.00 S) NO. 33 (KP 45.9) 76 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,500.0000 24,500.00 7.000 24,500.00 7.000 24,500.00 77 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 78 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 1220,000.0000 1,220,000.00 1.000 1,220,000.00 S) 79 RELOCATE TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 1.000 40,000.00 S) (TMS) 2YYY (KP 45.9) 80 MODIFY COUNT STATION 2426 (KP 47.5) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 81 MVDS SD261 LS 15,000.0000 15,000.00 1.000 15,000.00 S) 82 MVDS DS278 LS 15,000.0000 15,000.00 1.000 15,000.00 S) 83 MVDS SD295 LS 15,000.0000 15,000.00 1.000 15,000.00 S) 84 CLOSED CIRCUIT TELEVISION CAMERA SD245 LS 5,000.0000 5,000.00 1.000 5,000.00 S) (KP 39.4) 85 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 1.000 10,000.00 S) CAMERA SD267 (KP 43.3) 86 RELOCATE CLOSED CIRCUIT TELEVISION LS 20,000.0000 20,000.00 1.000 20,000.00 S) CAMERA SD278 (KP 44.7) 87 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 1.000 10,000.00 S) CAMERA SD284 (KP 45.7) 88 MODIFY RAMP METERING SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 89 MODIFY CABLE NODE(KP 47.5) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 90 REMOVE EXISTING SIGNAL EQUIPMENT LS 10,000.0000 10,000.00 1.000 10,000.00 S) 91 MODIFY SIGNAL AND LIGHTING LS 780,000.0000 780,000.00 1.000 780,000.00 S) 92 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 S) PROGRAM CAS145 PAGE 12 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 TRAFFIC OPERATIONAL SYSTEM NETWORK LS 10,000.0000 10,000.00 1.000 10,000.00 S) (TOSNET) 94 SYSTEM TESTING AND DOCUMENTATION LS 10,000.0000 10,000.00 1.000 10,000.00 S) 95 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 96 TIE BAR (LONGITUDINAL ISOLATION JOINT) EA 6.2000 78,740.00 20,088.000 124,545.60 PROGRAM CAS145 PAGE 13 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:13 PM ESTIMATE NO. 75 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 142,058.75 103,471,998.07 ADJUSTMENT OF COMPENSATION -10,387.50 588,545.15 EXTRA WORK 205,841.00 7,036,593.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 337,512.25 111,097,136.95 97 MOBILIZATION LS 580,000.0000 10,580,000.00 1.000 10,580,000.00 ORIGINAL CONTRACT AMOUNT 113,211,982.00 TOTAL WORK COMPLETED 337,512.25 121,677,136.95 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -305,165.16 TOTAL 337,512.25 121,371,971.79 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 10/06/04 1020 10/21/04 10/21/04 06/30/10 1243 151 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING TIME VENTOCILLA, JOSE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 05/25/10