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 11/22/11 EST. NO.80 TIME 02:29 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 --------------------------------------------------------------------------- *** 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 11/22/11 EST. NO.80 TIME 02:29 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 ITEM#1 TEMP CCO#134 -650.00 76 ITEM#1 TEMP CCO#134 650.00 77 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/22/11 EST. NO.80 TIME 02:29 PM R.E. NAME: VENTOCILLA, JOSE 07-1178U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE -10,000.00 76 DVBE 10,000.00 77 0.00 0.00 TOTAL DEDUCTIONS 0.00 -305,165.16 PROGRAM CAS145 PAGE 1 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,600.0000 2,600.00 1.000 2,600.00 002 TIME-RELATED OVERHEAD WDAY 14,100.0000 10,857,000.00 1,033.000 14,565,300.00 003 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 400,000.0000 400,000.00 1.000 400,000.00 005 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 40.0000 140,400.00 2,495.200 99,808.00 (S) 006 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 1.000 600,000.00 (S) 008 FLASHING ARROW SIGN EA 2,500.0000 25,000.00 8.000 20,000.00 (S) 009 TYPE II BARRICADE EA 225.0000 72,000.00 320.000 72,000.00 (S) 010 TYPE III BARRICADE EA 340.0000 45,900.00 135.000 45,900.00 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 71,520.00 2,989.000 71,736.00 (S) 012 FLASHING BEACON (PORTABLE) EA 1,385.0000 2,770.00 2.000 2,770.00 (S) 013 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 8,000.00 3.000 6,000.00 (S) 014 TEMPORARY RAILING (TYPE K) M 21.0000 823,200.00 35,951.790 754,987.59 (S) 015 TEMPORARY CRASH CUSHION MODULE EA 196.0000 196,000.00 1,156.000 226,576.00 (S) 016 ABANDON CULVERT M 18.0000 2,160.00 115.200 2,073.60 017 ABANDON SEWER MANHOLE EA 945.0000 2,835.00 4.000 3,780.00 018 ABANDON SEWER SYSTEM M 15.0000 4,650.00 310.000 4,650.00 019 OBLITERATE SURFACING M2 10.0000 32,000.00 3,200.000 32,000.00 020 REMOVE WOOD FENCE M 77.0000 462.00 6.000 462.00 (S) 021 REMOVE CHAIN LINK FENCE M 22.0000 96,800.00 5,174.613 113,841.49 (S) 022 REMOVE METAL BEAM GUARD RAILING M 25.0000 53,250.00 2,317.020 57,925.50 (S) PROGRAM CAS145 PAGE 2 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 1,060.00 9,357.000 18,714.00 (S) 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 27,600.00 11,539.660 23,079.32 (S) STRIPE 025 REMOVE TRAFFIC STRIPE M 1.5000 103,800.00 116,057.680 174,086.52 (S) 026 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 560.00 329.810 5,276.96 (S) 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 49,790.00 23,649.700 30,744.61 (S) 028 TEST YELLOW TRAFFIC STRIPE LS 2,500.0000 2,500.00 1.000 2,500.00 029 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 2,560.00 233.630 3,738.08 (S) 030 REMOVE ROADSIDE SIGN EA 150.0000 31,500.00 194.000 29,100.00 031 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 34.000 3,400.00 (STRAP AND SADDLE BRACKET METHOD) 032 REMOVE ROADSIDE SIGN PANEL EA 100.0000 3,900.00 32.000 3,200.00 033 REMOVE SIGN STRUCTURE EA 3,000.0000 66,000.00 22.000 66,000.00 (S) 034 REMOVE ASPHALT CONCRETE DIKE M 6.0000 1,980.00 749.760 4,498.56 035 REMOVE PIPE M 25.0000 35,250.00 1,434.600 35,865.00 036 REMOVE INLET EA 187.0000 31,790.00 169.000 31,603.00 037 REMOVE MANHOLE EA 540.0000 1,080.00 7.000 3,780.00 038 REMOVE RETAINING WALL M 545.0000 550,450.00 1,140.890 621,785.05 039 REMOVE MASONRY WALL M2 40.0000 5,200.00 14.790 591.60 040 REMOVE CONCRETE PAVEMENT M2 12.0000 57,600.00 8,373.910 100,486.92 041 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 16,800.00 549.620 43,969.60 042 RELOCATE GATE EA 800.0000 2,400.00 2.000 1,600.00 043 RELOCATE ROADSIDE SIGN (METAL POST) EA 300.0000 11,400.00 38.000 11,400.00 044 ADJUST INLET EA 800.0000 800.00 1.000 800.00 045 ADJUST MANHOLE TO GRADE EA 890.0000 5,340.00 8.000 7,120.00 046 ADJUST SEWER MANHOLE EA 890.0000 1,780.00 3.000 2,670.00 047 MODIFY INLET EA 1,800.0000 5,400.00 3.000 5,400.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.3000 27,820.00 18,347.910 23,852.28 (S) 049 REMOVE CONCRETE M3 133.0000 408,310.00 496.990 66,099.67 PROGRAM CAS145 PAGE 3 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 25.0000 131,000.00 5,084.830 127,120.75 051 REMOVE CONCRETE (CURB, GUTTER, AND M3 40.0000 140,400.00 3,073.551 122,942.04 SIDEWALK) 052 REMOVE BUS PAD M2 40.0000 9,600.00 239.000 9,560.00 053 REMOVE SOUND WALL M 150.0000 307,500.00 2,088.965 313,344.75 054 REMOVE METAL RAILING M 32.0000 3,168.00 99.000 3,168.00 055 BRIDGE REMOVAL, LOCATION A LS 290,000.0000 290,000.00 1.000 290,000.00 056 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000.00 057 BRIDGE REMOVAL (PORTION), LOCATION K LS 30,000.0000 30,000.00 1.000 30,000.00 058 BRIDGE REMOVAL (PORTION), LOCATION B LS 34,000.0000 34,000.00 1.000 34,000.00 059 BRIDGE REMOVAL (PORTION), LOCATION L LS 30,000.0000 30,000.00 1.000 30,000.00 060 BRIDGE REMOVAL (PORTION), LOCATION C LS 34,000.0000 34,000.00 1.000 34,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION M LS 35,000.0000 35,000.00 1.000 35,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION D LS 51,000.0000 51,000.00 1.000 51,000.00 063 BRIDGE REMOVAL (PORTION), LOCATION N LS 38,000.0000 38,000.00 1.000 38,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION E LS 27,000.0000 27,000.00 1.000 27,000.00 065 BRIDGE REMOVAL (PORTION), LOCATION F LS 90,000.0000 90,000.00 1.000 90,000.00 066 BRIDGE REMOVAL (PORTION), LOCATION G LS 35,000.0000 35,000.00 1.000 35,000.00 067 BRIDGE REMOVAL (PORTION), LOCATION H LS 28,000.0000 28,000.00 1.000 28,000.00 068 BRIDGE REMOVAL (PORTION), LOCATION I LS 25,000.0000 25,000.00 1.000 25,000.00 069 BRIDGE REMOVAL (PORTION), LOCATION J LS 28,000.0000 28,000.00 1.000 28,000.00 070 JACKING SUPERSTRUCTURE, LOCATION D LS 13,500.0000 13,500.00 1.000 13,500.00 071 JACKING SUPERSTRUCTURE, LOCATION A LS 13,500.0000 13,500.00 0.000 0.00 072 JACKING SUPERSTRUCTURE, LOCATION B LS 13,500.0000 13,500.00 1.000 13,500.00 073 JACKING SUPERSTRUCTURE, LOCATION C LS 13,500.0000 13,500.00 1.000 13,500.00 074 CLEARING AND GRUBBING LS 456,000.0000 456,000.00 1.000 456,000.00 075 DECOMPOSED GRANITE M3 134.0000 14,740.00 101.000 13,534.00 076 ROADWAY EXCAVATION M3 35.0000 3,048,850.00 100,588.900 3,520,611.50 PROGRAM CAS145 PAGE 4 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 758,000.00 43,484.000 869,680.00 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 079 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 1,057,200.00 9,813.000 1,177,560.00 (F) 080 STRUCTURE EXCAVATION (RETAINING WALL) M3 31.0000 3,556,723.00 111,981.000 3,471,411.00 (F) 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 082 STRUCTURE BACKFILL (BRIDGE) M3 64.0000 579,520.00 11,084.000 709,376.00 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 1,376,730.00 88,835.200 1,332,528.00 (F) 084 PERVIOUS BACKFILL MATERIAL (RETAINING M3 72.0000 677,520.00 9,248.900 665,920.80 (F) WALL) 085 HIGHWAY PLANTING LS 600,000.0000 600,000.00 1.000 600,000.00 (S) 086 ROCK BLANKET M2 55.0000 37,400.00 716.000 39,380.00 087 PLANT ESTABLISHMENT WORK LS 136,000.0000 136,000.00 1.000 136,000.00 (S) 088 MAINTAIN EXISTING IRRIGATION FACILITIES LS 41,000.0000 41,000.00 1.000 41,000.00 (S) 089 IRRIGATION SYSTEM LS 740,000.0000 740,000.00 1.000 740,000.00 (S) 090 WATER METER EA 3,300.0000 19,800.00 17.000 56,100.00 091 200 MM CORRUGATED HIGH DENSITY M 174.0000 22,620.00 934.040 162,522.96 POLYETHYLENE PIPE CONDUIT 092 200 MM WELDED STEEL PIPE CASING M 456.0000 29,640.00 16.000 7,296.00 093 CLASS 2 AGGREGATE BASE M3 46.0000 37,260.00 807.000 37,122.00 094 AGGREGATE BASE (APPROACH SLAB) M3 245.0000 26,460.00 64.390 15,775.55 095 CLASS 3 AGGREGATE BASE M3 37.0000 1,258,000.00 34,619.450 1,280,919.65 096 LEAN CONCRETE BASE M3 93.0000 1,757,700.00 16,398.065 1,525,020.05 097 ASPHALT CONCRETE (TYPE B) TONN 103.0000 6,097,600.00 66,638.250 6,863,739.75 098 GEOFABRIC WOVEN (TYPE 200 WS) M2 2.0000 5,760.00 2,880.000 5,760.00 099 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 31.0000 124,930.00 5,134.590 159,172.29 AREA) 100 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 3,900.00 843.430 8,434.30 101 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 500.00 207.000 2,070.00 102 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 27,600.00 2,428.540 24,285.40 103 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 3,400.00 714.620 7,146.20 PROGRAM CAS145 PAGE 5 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE PAVEMENT M3 130.0000 4,342,000.00 29,628.350 3,851,685.50 105 CONCRETE PAVEMENT M3 659.0000 230,650.00 519.040 342,047.36 (RAPID STRENGHT CONCRETE) 106 SEAL LONGITUDINAL ISOLATION JOINT M 7.0000 66,430.00 14,263.000 99,841.00 107 TIE BAR (DRILL AND BOND) EA 6.0000 5,520.00 1,069.000 6,414.00 108 GRIND EXISTING CONCRETE M2 10.0000 14,500.00 0.000 0.00 (S) PAVEMENT 109 FURNISH STEEL PILING (HP 360 X 132) M 80.0000 340,960.00 3,907.000 312,560.00 110 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 512,000.00 451.000 451,000.00 (S) 111 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 661,980.00 6,291.610 692,077.10 (S) PILING 112 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 162.0000 45,360.00 274.400 44,452.80 (S) PILING (SOUND WALL) 113 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 325.0000 74,100.00 254.400 82,680.00 (S) PILING 114 FURNISH PILING (CLASS 900) M 180.0000 1,573,380.00 9,793.840 1,762,891.20 (ALTERNATIVE W) 115 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,000.0000 776,000.00 787.000 787,000.00 (S) 116 FURNISH PILING (CLASS 625) M 50.0000 12,000.00 230.000 11,500.00 117 DRIVE PILE (CLASS 625) EA 1,000.0000 37,000.00 37.000 37,000.00 (S) 118 FURNISH PILING (CLASS 625C) M 50.0000 257,950.00 4,591.488 229,574.40 (ALTERNATIVE X) 119 DRIVE PILE (CLASS 625C) EA 1,000.0000 519,000.00 477.000 477,000.00 (S) (ALTERNATIVE X) 120 FURNISH PILING (CLASS 400C) M 60.0000 168,900.00 2,811.540 168,692.40 121 FURNISH PILING (CLASS 400 C) M 50.0000 176,350.00 3,568.500 178,425.00 (ALTERNATIVE X) 122 DRIVE PILE (CLASS 400C) EA 1,000.0000 436,000.00 272.000 272,000.00 (S) 123 DRIVE PILE (CLASS 400 C) EA 1,000.0000 350,000.00 392.000 392,000.00 (S) (ALTERNATIVE X) 124 FURNISH PILING (CLASS 400) M 50.0000 13,000.00 262.300 13,115.00 125 DRIVE PILE (CLASS 400) EA 1,000.0000 34,000.00 34.000 34,000.00 (S) 126 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 174.0000 45,240.00 0.000 0.00 (S) PILING 127 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 1.000 320,000.00 (S) 128 TIEDOWN ANCHOR EA 3,200.0000 393,600.00 140.000 448,000.00 (S) 129 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 889,000.00 2,980.600 1,043,210.00 (F) 130 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 6,813,750.00 9,123.000 6,842,250.00 (F) PROGRAM CAS145 PAGE 6 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, RETAINING WALL M3 231.0000 9,255,246.00 38,977.260 9,003,747.06 (F) 132 STRUCTURAL CONCRETE, BARRIER SLAB M3 748.0000 144,364.00 193.000 144,364.00 (F) 133 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 31,200.00 39.000 31,200.00 (F) (TYPE EQ) 134 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 720,500.00 1,453.740 726,870.00 (F) (TYPE N) 135 STRUCTURAL CONCRETE, APPROACH SLAB M3 620.0000 435,860.00 600.320 372,198.40 (F) (TYPE R) 136 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 152,600.00 218.000 152,600.00 (F) 137 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 904,800.00 748.950 898,740.00 (F) 138 MINOR CONCRETE (SOUND WALL) M3 979.0000 142,934.00 160.300 156,933.70 (F) 139 PAVING NOTCH EXTENSION M3 2,600.0000 65,000.00 17.590 45,734.00 140 ARCHITECTURAL TREATMENT M2 42.0000 550,200.00 12,340.050 518,282.10 (F) 141 DRILL AND BOND DOWEL M 47.0000 121,730.00 2,411.245 113,328.52 142 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 216,000.00 24.000 216,000.00 (S) GIRDER (20 M - 25 M) 143 ERECT PRECAST CONCRETE GIRDER EA 1,710.0000 41,040.00 24.000 41,040.00 (S) 144 REFINISH BRIDGE DECK M2 130.0000 44,200.00 540.880 70,314.40 145 SOUND WALL (MASONRY BLOCK) M2 150.0000 4,274,100.00 28,165.200 4,224,780.00 (SF) 146 MASONRY BLOCK WALL M2 150.0000 72,000.00 482.870 72,430.50 (S) 147 JOINT SEAL (MR 30 MM) M 130.0000 29,900.00 176.000 22,880.00 (S) 148 JOINT SEAL (MR 15 MM) M 100.0000 40,800.00 362.600 36,260.00 (S) 149 JOINT SEAL (MR 25 MM) M 115.0000 8,165.00 57.000 6,555.00 (S) 150 JOINT SEAL (MR 40 MM) M 150.0000 16,500.00 110.000 16,500.00 (S) 151 JOINT SEAL (MR 50 MM) M 200.0000 14,000.00 70.000 14,000.00 (S) 152 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 3,858,200.00 1,862,711.000 4,656,777.50 (SF) 153 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 7,039,490.00 2,765,805.000 6,914,512.50 (SF) 154 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 83,450.00 33,380.000 83,450.00 (SF) 155 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.9000 297,360.00 50,400.000 297,360.00 (SF) 156 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8600 43,344.00 50,400.000 43,344.00 (SF) 157 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,338,000.00 233,329.000 1,399,974.00 (F) PROGRAM CAS145 PAGE 7 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 346,500.00 233,979.000 350,968.50 (SF) 159 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 39,600.00 28.100 33,720.00 (S) CONCRETE PILE (SIGN FOUNDATION) 160 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 137,200.00 91.900 128,660.00 (S) CONCRETE PILE (SIGN FOUNDATION) 161 1000 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 13,500.00 8.500 12,750.00 (S) PILE (SIGN FOUNDATION) 162 1370 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 108,000.00 51.000 91,800.00 (S) PILE (SIGN FOUNDATION) 163 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 54,000.00 26.840 53,680.00 (S) PILE (SIGN FOUNDATION) 164 METAL (BARRIER MOUNTED SIGN) KG 12.0000 36,360.00 2,976.000 35,712.00 165 METAL (SOUND WALL MOUNTED SIGN) KG 12.0000 28,680.00 1,976.000 23,712.00 166 ROADSIDE SIGN (METAL POST) EA 200.0000 15,200.00 67.000 13,400.00 167 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 95.000 28,500.00 168 ROADSIDE SIGN - TWO POST EA 600.0000 22,200.00 33.000 19,800.00 169 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 16,800.00 116.000 16,240.00 METHOD) 170 INSTALL SIGN OVERLAY EA 150.0000 450.00 1.000 150.00 171 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 500.0000 6,000.00 12.000 6,000.00 172 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 4,400.00 22.000 4,400.00 173 INSTALL SIGN PANEL ON SOUND WALL EA 200.0000 4,800.00 19.000 3,800.00 174 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 175 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 8,500.0000 51,000.00 6.000 51,000.00 (S) 176 WORK AREA MONITORING LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 177 300 MM PLASTIC PIPE M 127.0000 13,970.00 104.900 13,322.30 178 300 MM REINFORCED CONCRETE PIPE M 885.0000 885.00 1.000 885.00 179 450 MM REINFORCED CONCRETE PIPE M 235.0000 185,650.00 850.200 199,797.00 180 600 MM REINFORCED CONCRETE PIPE M 245.0000 548,800.00 2,136.400 523,418.00 181 825 MM REINFORCED CONCRETE PIPE M 475.0000 6,175.00 13.000 6,175.00 182 900 MM REINFORCED CONCRETE PIPE M 1,230.0000 2,460.00 2.000 2,460.00 183 1200 MM REINFORCED CONCRETE PIPE M 730.0000 2,920.00 0.500 365.00 184 1350 MM REINFORCED CONCRETE PIPE M 420.0000 46,200.00 94.500 39,690.00 PROGRAM CAS145 PAGE 8 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM SLOTTED CORRUGATED STEEL PIPE M 380.0000 247,000.00 637.700 242,326.00 (2.01 MM THICK) 186 100 MM PLASTIC PIPE UNDERDRAIN M 192.0000 1,728.00 9.000 1,728.00 187 150 MM PLASTIC PIPE M 141.0000 8,037.00 57.000 8,037.00 188 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 975.0000 975.00 1.000 975.00 189 80 MM PLASTIC PIPE (EDGE DRAIN) M 38.0000 371,260.00 9,689.140 368,187.32 190 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 85.0000 78,200.00 595.500 50,617.50 191 450 MM CONCRETE FLARED END SECTION EA 747.0000 8,964.00 10.000 7,470.00 192 600 MM CONCRETE FLARED END SECTION EA 757.0000 757.00 1.000 757.00 193 900 MM PRECAST CONCRETE PIPE MANHOLE M 793.0000 3,965.00 4.500 3,568.50 194 200 MM CLAY SEWER PIPE M 305.0000 48,800.00 155.200 47,336.00 (S) 195 150 MM SEWER PIPE (LATERAL) M 252.0000 15,876.00 99.000 24,948.00 196 200 MM POLYVINYL CHLORIDE SEWER PIPE M 174.0000 27,840.00 175.900 30,606.60 197 SEWER MANHOLE FRAME AND COVER EA 350.0000 3,150.00 10.000 3,500.00 (S) 198 CONCRETE SEWER MANHOLE EA 2,900.0000 26,100.00 10.000 29,000.00 (S) 199 MINOR CONCRETE (PIPE ENCASEMENT) M3 472.0000 14,632.00 32.030 15,118.16 200 MINOR CONCRETE (BACKFILL) M3 153.0000 5,814.00 63.200 9,669.60 201 ROCK SLOPE PROTECTION M3 191.0000 573.00 5.840 1,115.44 (FACING, METHOD B) 202 MINOR CONCRETE (DITCH LINING) M3 150.0000 4,950.00 29.000 4,350.00 203 MINOR CONCRETE (CHANNEL LINING) M3 611.0000 183,300.00 387.000 236,457.00 204 ROCK SLOPE PROTECTION FABRIC M2 18.0000 234.00 24.800 446.40 205 MINOR CONCRETE (GUTTER DEPRESSION) M3 1,500.0000 30,000.00 18.720 28,080.00 206 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 542.0000 726,280.00 1,220.283 661,393.39 AND DRIVEWAY) 207 MINOR CONCRETE (GUTTER) M 88.0000 122,760.00 1,395.000 122,760.00 (F) 208 CURB DRAIN EA 1,389.0000 2,778.00 2.000 2,778.00 209 MINOR CONCRETE (STAMPED CONCRETE) M3 1,015.0000 30,450.00 61.640 62,564.60 210 MINOR CONCRETE (COLOR TEXTURE PAVING) M2 56.0000 248,640.00 4,258.310 238,465.36 211 MINOR CONCRETE (BUS PAD) M3 455.0000 21,385.00 47.000 21,385.00 PROGRAM CAS145 PAGE 9 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (CURB RAMP) M3 589.0000 29,450.00 54.250 31,953.25 213 MISCELLANEOUS IRON AND STEEL KG 4.0000 252,400.00 62,581.000 250,324.00 (SF) 214 MISCELLANEOUS METAL (BRIDGE) KG 5.2000 31,902.00 6,135.000 31,902.00 (SF) 215 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 33,000.00 816.400 40,820.00 (S) 216 WOOD FENCE M 100.0000 700.00 10.980 1,098.00 (S) 217 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 26,400.00 32.000 38,400.00 (S) 218 4.88 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 1.000 4,000.00 (S) 219 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 1.000 3,000.00 (S) 220 DELINEATOR (CLASS 1) EA 41.0000 1,230.00 28.000 1,148.00 221 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 5,000.00 36.000 3,600.00 222 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 35,000.00 435.910 43,591.00 (S) 223 CHAIN LINK RAILING (TYPE 7) M 150.0000 117,750.00 838.000 125,700.00 (SF) 224 CONCRETE BARRIER (TYPE 26 MODIFIED) M 355.0000 50,055.00 141.000 50,055.00 (F) 225 CONCRETE BARRIER (TYPE 27B MODIFIED) M 240.0000 9,600.00 123.300 29,592.00 226 CONCRETE BARRIER (TYPE 60R MODIFIED) M 140.0000 25,200.00 157.600 22,064.00 227 CONCRETE BARRIER (TYPE 60W) M 70.0000 186,200.00 2,525.890 176,812.30 228 CABLE RAILING M 50.0000 39,050.00 781.000 39,050.00 (SF) 229 TERMINAL SECTION (TYPE B) EA 200.0000 800.00 2.000 400.00 (S) 230 TERMINAL SECTION (TYPE C) EA 200.0000 200.00 1.000 200.00 (S) 231 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 17,500.00 3.000 10,500.00 (S) 232 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 32,500.00 12.000 30,000.00 (S) 233 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 5,600.00 5.000 4,000.00 (S) 234 CRASH CUSHION (REACT 9SCBS) EA 50,000.0000 150,000.00 3.000 150,000.00 (S) 235 CONCRETE BARRIER (TYPE 60) M 65.0000 132,600.00 2,037.280 132,423.20 236 CONCRETE BARRIER (TYPE 60A) M 180.0000 14,580.00 81.000 14,580.00 (F) 237 CONCRETE BARRIER M 235.0000 68,855.00 293.000 68,855.00 (F) (TYPE 60 A MODIFIED) 238 CONCRETE BARRIER M 200.0000 86,600.00 433.000 86,600.00 (F) (TYPE 60 D MODIFIED) PROGRAM CAS145 PAGE 10 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60D) M 70.0000 113,750.00 1,631.500 114,205.00 (F) 240 CONCRETE BARRIER (TYPE 732 MODIFIED) M 150.0000 21,900.00 146.000 21,900.00 (F) 241 CONCRETE BARRIER (TYPE 732) M 250.0000 2,750.00 11.000 2,750.00 242 CONCRETE BARRIER (TYPE 736) M 237.0000 37,683.00 159.000 37,683.00 (F) 243 CONCRETE BARRIER (TYPE 736 SV) M 345.0000 303,600.00 1,023.000 352,935.00 244 CONCRETE BARRIER (TYPE 736A) M 290.0000 652,500.00 1,840.340 533,698.60 (F) 245 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 1,308,000.00 4,356.100 1,306,830.00 (F) 246 CONCRETE BARRIER (TYPE 736B) M 500.0000 2,000.00 4.000 2,000.00 247 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 661,800.00 2,206.000 661,800.00 (F) 248 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 30,480.00 1,289.510 30,948.24 (S) 249 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,330.00 10,805.880 10,805.88 (S) 250 100 MM INVERTED PROFILE THERMOPLASTIC M 2.7500 227,975.00 0.000 0.00 (S) TRAFFIC STRIPE 251 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 17,720.00 2,370.000 4,740.00 (S) 252 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 41,650.00 0.000 0.00 (S) TRAFFIC STRIPE 253 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,660.00 730.100 1,460.20 (S) (BROKEN 3.66 M - 0.92 M) 254 100 MM INVERTED PROFILE THERMOPLASTIC M 2.5000 130,250.00 0.000 0.00 (S) TRAFFIC STRIPE (BROKEN 10.98 M - 3.66 M) 255 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,060.00 5,095.000 5,095.00 (S) (BROKEN 5.18 M - 2.14 M) 256 100 MM INVERTED PROFILE THERMOPLASTIC M 2.5000 4,400.00 0.000 0.00 (S) TRAFFIC STRIPE (BROKEN 5.18 M - 2.14 M) 257 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 9,750.00 0.000 0.00 (S) TRAFFIC STRIPE (BROKEN 11.00M - 3.50 M) 258 PAINT TRAFFIC STRIPE (2-COAT) M 0.6600 48,378.00 115,968.120 76,538.96 (S) 259 100 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) 260 100 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) 261 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 46,650.00 43,641.000 65,461.50 (S) 262 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 63,000.00 27,539.000 82,617.00 (S) 263 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (CITY STREET LOCATION 1) 264 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 1.000 160,000.00 (S) (CITY STREET LOCATION 2) 265 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 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING LS 190,000.0000 190,000.00 1.000 190,000.00 (S) (CITY STREET LOCATION 4) 267 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 1.000 70,000.00 (S) (CITY STREET LOCATION 5) 268 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (CITY STREET LOCATION 6) 269 LIGHTING (TEMPORARY) LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 270 LIGHTING (CITY STREET) LS 730,000.0000 730,000.00 1.000 730,000.00 (S) 271 CHANGEABLE MESSAGE SIGN NO. SD245 LS 2,400.0000 2,400.00 1.000 2,400.00 (S) (KP 39.4) 272 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 1.000 3,000.00 (S) NO. 35 (KP 44.8) 273 CHANGEABLE MESSAGE SIGN NO. MA019 LS 2,400.0000 2,400.00 1.000 2,400.00 (S) (KP 3.2) 274 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 1.000 3,000.00 (S) NO. 58 (KP 45.2) 275 REMOVE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 1.000 12,000.00 (S) NO. 33 (KP 45.9) 276 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,500.0000 24,500.00 7.000 24,500.00 277 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 278 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 220,000.0000 1,220,000.00 1.000 1,220,000.00 (S) 279 RELOCATE TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 1.000 40,000.00 (S) (TMS) 2YYY (KP 45.9) 280 MODIFY COUNT STATION 2426 (KP 47.5) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 281 MVDS SD261 LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 282 MVDS DS278 LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 283 MVDS SD295 LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 284 CLOSED CIRCUIT TELEVISION CAMERA SD245 LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (KP 39.4) 285 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 1.000 10,000.00 (S) CAMERA SD267 (KP 43.3) 286 RELOCATE CLOSED CIRCUIT TELEVISION LS 20,000.0000 20,000.00 1.000 20,000.00 (S) CAMERA SD278 (KP 44.7) 287 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 1.000 10,000.00 (S) CAMERA SD284 (KP 45.7) 288 MODIFY RAMP METERING SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 289 MODIFY CABLE NODE(KP 47.5) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 290 REMOVE EXISTING SIGNAL EQUIPMENT LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 291 MODIFY SIGNAL AND LIGHTING LS 780,000.0000 780,000.00 1.000 780,000.00 (S) 292 MODIFY LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 1,200,000.00 1.000 1,200,000.00 (S) PROGRAM CAS145 PAGE 12 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 TRAFFIC OPERATIONAL SYSTEM NETWORK LS 10,000.0000 10,000.00 1.000 10,000.00 (S) (TOSNET) 294 SYSTEM TESTING AND DOCUMENTATION LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 295 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 296 TIE BAR (LONGITUDINAL ISOLATION JOINT) EA 6.2000 78,740.00 20,088.000 124,545.60 PROGRAM CAS145 PAGE 13 DATE 11/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:29 PM ESTIMATE NO. 80 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 06/10/10 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 11/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 107,285,918.21 ADJUSTMENT OF COMPENSATION 0.00 1,859,576.95 EXTRA WORK 0.00 7,281,102.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 116,426,597.64 297 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 0.00 127,006,597.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -305,165.16 TOTAL 0.00 126,701,432.48 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 10/06/04 1020 10/21/04 10/21/04 06/10/10 1253 152 263 0 100% 100% VENTOCILLA, JOSE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/11