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 04/22/09 EST. NO.62 TIME 02:26 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 --------------------------------------------------------------------------- 001 1801 2,171.57 E.W. @ F.A.(+) 031509 N 3553 0 010 0003 6,356.00 E.W. @ L.S.(+) 032509 N 901.20 082 0016 -13,682.72 A.C. @ U.P.(-) 031909 N 3303.5 089 0006 1,476.68 E.W. @ F.A.(+) 090308 N 3207.0 -3,678.47 TOTAL THIS ESTIMATE 6,421,861.86 TOTAL PREVIOUS ESTIMATE 6,418,183.39 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 04/22/09 EST. NO.62 TIME 02:26 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 0.00 -170,517.90 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 -170,517.90 PROGRAM CAS145 PAGE 1 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 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 0.979 391,600.00 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 40.0000 140,400.00 2,053.650 82,146.00 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 69.000 15,525.00 S) 10 TYPE III BARRICADE EA 340.0000 45,900.00 85.000 28,900.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 71,520.00 2,136.000 51,264.00 S) 12 FLASHING BEACON (PORTABLE) EA 1,385.0000 2,770.00 0.000 0.00 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 33,793.790 709,669.59 S) 15 TEMPORARY CRASH CUSHION MODULE EA 196.0000 196,000.00 1,134.000 222,264.00 S) 16 ABANDON CULVERT M 18.0000 2,160.00 108.000 1,944.00 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 0.000 0.00 19 OBLITERATE SURFACING M2 10.0000 32,000.00 3,200.000 32,000.00 20 REMOVE WOOD FENCE M 77.0000 462.00 0.000 0.00 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 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,060.00 440.000 880.00 8,325.000 16,650.00 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 6,412.000 9,618.00 64,774.680 97,162.02 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 560.00 237.290 3,796.64 S) 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 49,790.00 13,707.700 17,820.01 S) 28 TEST YELLOW TRAFFIC STRIPE LS 2,500.0000 2,500.00 0.000 0.00 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 2,560.00 3.900 62.40 106.460 1,703.36 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 18.000 54,000.00 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 3.400 85.00 1,223.700 30,592.50 36 REMOVE INLET EA 187.0000 31,790.00 1.000 187.00 161.000 30,107.00 37 REMOVE MANHOLE EA 540.0000 1,080.00 7.000 3,780.00 38 REMOVE RETAINING WALL M 545.0000 550,450.00 1,009.950 550,422.75 39 REMOVE MASONRY WALL M2 40.0000 5,200.00 130.000 5,200.00 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 16,800.00 351.600 28,128.00 42 RELOCATE GATE EA 800.0000 2,400.00 0.000 0.00 43 RELOCATE ROADSIDE SIGN (METAL POST) EA 300.0000 11,400.00 4.000 1,200.00 44 ADJUST INLET EA 800.0000 800.00 1.000 800.00 45 ADJUST MANHOLE TO GRADE EA 890.0000 5,340.00 4.000 3,560.00 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 1.000 1,800.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.3000 27,820.00 3,391.600 4,409.08 S) 49 REMOVE CONCRETE M3 133.0000 408,310.00 496.990 66,099.67 PROGRAM CAS145 PAGE 3 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,567.500 89,187.50 51 REMOVE CONCRETE (CURB, GUTTER, AND M3 40.0000 140,400.00 107.660 4,306.40 3,062.830 122,513.20 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 83.530 11,193.02 83.530 11,193.02 76 ROADWAY EXCAVATION M3 35.0000 3,048,850.00 99,588.900 3,485,611.50 PROGRAM CAS145 PAGE 4 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,784.000 1,174,080.00 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 31.0000 3,556,723.00 110,121.000 3,413,751.00 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 9,497.000 607,808.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 1,376,730.00 84,763.800 1,271,457.00 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 72.0000 677,520.00 9,133.000 657,576.00 F) WALL) 85 HIGHWAY PLANTING LS 600,000.0000 600,000.00 0.095 57,000.00 0.818 490,800.00 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 0.000 0.00 S) 88 MAINTAIN EXISTING IRRIGATION FACILITIES LS 41,000.0000 41,000.00 0.050 2,050.00 0.400 16,400.00 S) 89 IRRIGATION SYSTEM LS 740,000.0000 740,000.00 0.037 27,380.00 0.798 590,520.00 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 22,620.00 912.400 158,757.60 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 37,260.00 415.000 19,090.00 94 AGGREGATE BASE (APPROACH SLAB) M3 245.0000 26,460.00 74.500 18,252.50 95 CLASS 3 AGGREGATE BASE M3 37.0000 1,258,000.00 33,412.450 1,236,260.65 96 LEAN CONCRETE BASE M3 93.0000 1,757,700.00 15,882.400 1,477,063.20 97 ASPHALT CONCRETE (TYPE B) TONN 103.0000 6,097,600.00 4,902.920 505,000.76 60,730.380 6,255,229.14 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 4,804.590 148,942.29 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 3,900.00 372.380 3,723.80 01 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 500.00 80.000 800.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 27,600.00 1,254.540 12,545.40 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 3,400.00 421.000 4,210.00 PROGRAM CAS145 PAGE 5 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 130.0000 4,342,000.00 990.680 128,788.40 25,799.720 3,353,963.60 05 CONCRETE PAVEMENT M3 659.0000 230,650.00 535.790 353,085.61 (RAPID STRENGHT CONCRETE) 06 SEAL LONGITUDINAL ISOLATION JOINT M 7.0000 66,430.00 3,150.000 22,050.00 07 TIE BAR (DRILL AND BOND) EA 6.0000 5,520.00 79.000 474.00 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 5,927.610 652,037.10 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 74,100.00 240.800 78,260.00 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 2,973.500 1,040,725.00 F) 30 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 6,813,750.00 9,085.000 6,813,750.00 F) PROGRAM CAS145 PAGE 6 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 38,655.283 8,929,370.37 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 1,419.000 709,500.00 F) (TYPE N) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 620.0000 435,860.00 479.000 296,980.00 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 7.760 9,312.00 646.090 775,308.00 F) 38 MINOR CONCRETE (SOUND WALL) M3 979.0000 142,934.00 150.900 147,731.10 F) 39 PAVING NOTCH EXTENSION M3 2,600.0000 65,000.00 19.010 49,426.00 40 ARCHITECTURAL TREATMENT M2 42.0000 550,200.00 10,114.850 424,823.70 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 44,200.00 531.880 69,144.40 45 SOUND WALL (MASONRY BLOCK) M2 150.0000 4,274,100.00 1,752.000 262,800.00 27,971.800 4,195,770.00 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 29,900.00 111.000 14,430.00 S) 48 JOINT SEAL (MR 15 MM) M 100.0000 40,800.00 298.000 29,800.00 S) 49 JOINT SEAL (MR 25 MM) M 115.0000 8,165.00 71.000 8,165.00 S) 50 JOINT SEAL (MR 40 MM) M 150.0000 16,500.00 2.000 300.00 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 1,848,143.000 4,620,357.50 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 7,039,490.00 2,750,578.056 6,876,445.14 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 21,027.000 126,162.00 174,005.000 1,044,030.00 F) PROGRAM CAS145 PAGE 7 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,027.000 31,540.50 168,945.000 253,417.50 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 82.900 116,060.00 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 51.000 91,800.00 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 0.000 0.00 65 METAL (SOUND WALL MOUNTED SIGN) KG 12.0000 28,680.00 0.000 0.00 66 ROADSIDE SIGN (METAL POST) EA 200.0000 15,200.00 2.000 400.00 67 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 4.000 1,200.00 68 ROADSIDE SIGN - TWO POST EA 600.0000 22,200.00 0.000 0.00 69 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 16,800.00 0.000 0.00 METHOD) 70 INSTALL SIGN OVERLAY EA 150.0000 450.00 0.000 0.00 71 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 500.0000 6,000.00 0.000 0.00 72 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 4,400.00 0.000 0.00 73 INSTALL SIGN PANEL ON SOUND WALL EA 200.0000 4,800.00 0.000 0.00 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 0.000 0.00 78 300 MM REINFORCED CONCRETE PIPE M 885.0000 885.00 0.600 531.00 79 450 MM REINFORCED CONCRETE PIPE M 235.0000 185,650.00 33.100 7,778.50 820.500 192,817.50 80 600 MM REINFORCED CONCRETE PIPE M 245.0000 548,800.00 1.400 343.00 2,132.600 522,487.00 81 825 MM REINFORCED CONCRETE PIPE M 475.0000 6,175.00 0.000 0.00 82 900 MM REINFORCED CONCRETE PIPE M 1,230.0000 2,460.00 0.000 0.00 83 1200 MM REINFORCED CONCRETE PIPE M 730.0000 2,920.00 0.000 0.00 84 1350 MM REINFORCED CONCRETE PIPE M 420.0000 46,200.00 94.500 39,690.00 PROGRAM CAS145 PAGE 8 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.400 6,992.00 576.200 218,956.00 (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 9,709.713 368,969.09 90 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 85.0000 78,200.00 906.900 77,086.50 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 0.000 0.00 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 1.500 708.00 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 183,300.00 122.660 74,945.26 387.000 236,457.00 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 15.620 23,430.00 06 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 542.0000 726,280.00 41.530 22,509.26 1,087.804 589,589.77 AND DRIVEWAY) 07 MINOR CONCRETE (GUTTER) M 88.0000 122,760.00 708.000 62,304.00 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 2,220.300 124,336.80 11 MINOR CONCRETE (BUS PAD) M3 455.0000 21,385.00 47.000 21,385.00 PROGRAM CAS145 PAGE 9 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 42.700 25,150.30 13 MISCELLANEOUS IRON AND STEEL KG 4.0000 252,400.00 4,048.000 16,192.00 47,472.000 189,888.00 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 33,000.00 443.520 22,176.00 S) 16 WOOD FENCE M 100.0000 700.00 6.860 686.00 S) 17 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 26,400.00 20.000 24,000.00 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 0.000 0.00 S) 20 DELINEATOR (CLASS 1) EA 41.0000 1,230.00 0.000 0.00 21 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 5,000.00 0.000 0.00 22 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 35,000.00 634.930 63,493.00 S) 23 CHAIN LINK RAILING (TYPE 7) M 150.0000 117,750.00 897.440 134,616.00 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 0.000 0.00 27 CONCRETE BARRIER (TYPE 60W) M 70.0000 186,200.00 221.830 15,528.10 28 CABLE RAILING M 50.0000 39,050.00 699.000 34,950.00 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 4.000 14,000.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 32,500.00 7.000 17,500.00 S) 33 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 5,600.00 4.000 3,200.00 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 81.110 5,272.15 36 CONCRETE BARRIER (TYPE 60A) M 180.0000 14,580.00 22.310 4,015.80 F) 37 CONCRETE BARRIER M 235.0000 68,855.00 9.000 2,115.00 F) (TYPE 60 A MODIFIED) 38 CONCRETE BARRIER M 200.0000 86,600.00 47.230 9,446.00 F) (TYPE 60 D MODIFIED) PROGRAM CAS145 PAGE 10 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 113,750.00 607.000 42,490.00 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 0.000 0.00 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 303,600.00 770.000 265,650.00 44 CONCRETE BARRIER (TYPE 736A) M 290.0000 652,500.00 1,832.000 531,280.00 F) 45 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 1,308,000.00 4,203.000 1,260,900.00 F) 46 CONCRETE BARRIER (TYPE 736B) M 500.0000 2,000.00 0.000 0.00 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 30,480.00 832.710 19,985.04 S) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,330.00 9,869.880 9,869.88 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 2,175.000 4,350.00 S) 52 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 41,650.00 301.000 1,505.00 S) TRAFFIC STRIPE 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,660.00 229.000 458.00 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 3,687.000 3,687.00 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 9,010.000 5,946.60 106,672.620 70,403.93 S) 59 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 30,650.00 8,124.000 4,062.00 87,739.060 43,869.53 S) (BROKEN 10.98 M - 3.66 M) 60 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 1,445.00 205.000 102.50 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 2,708.000 4,062.00 27,400.000 41,100.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 63,000.00 1,309.000 3,927.00 15,429.000 46,287.00 S) 63 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.076 7,600.00 1.000 100,000.00 S) (CITY STREET LOCATION 1) 64 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.061 9,760.00 1.000 160,000.00 S) (CITY STREET LOCATION 2) 65 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.012 1,440.00 1.000 120,000.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.080 15,200.00 1.000 190,000.00 S) (CITY STREET LOCATION 4) 67 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.067 4,690.00 0.708 49,560.00 S) (CITY STREET LOCATION 5) 68 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.157 4,710.00 0.737 22,110.00 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 0.950 693,500.00 S) 71 CHANGEABLE MESSAGE SIGN NO. SD245 LS 2,400.0000 2,400.00 0.333 799.20 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 0.780 1,872.00 S) (KP 3.2) 74 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.060 180.00 0.655 1,965.00 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 0.000 0.00 77 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.214 6,420.00 S) 78 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 1220,000.0000 1,220,000.00 0.850 1,037,000.00 S) 79 RELOCATE TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.110 4,400.00 S) (TMS) 2YYY (KP 45.9) 80 MODIFY COUNT STATION 2426 (KP 47.5) LS 50,000.0000 50,000.00 0.220 11,000.00 0.337 16,850.00 S) 81 MVDS SD261 LS 15,000.0000 15,000.00 0.970 14,550.00 S) 82 MVDS DS278 LS 15,000.0000 15,000.00 0.970 14,550.00 S) 83 MVDS SD295 LS 15,000.0000 15,000.00 0.900 13,500.00 S) 84 CLOSED CIRCUIT TELEVISION CAMERA SD245 LS 5,000.0000 5,000.00 0.220 1,100.00 0.672 3,360.00 S) (KP 39.4) 85 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 0.085 850.00 S) CAMERA SD267 (KP 43.3) 86 RELOCATE CLOSED CIRCUIT TELEVISION LS 20,000.0000 20,000.00 0.174 3,480.00 0.443 8,860.00 S) CAMERA SD278 (KP 44.7) 87 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 0.823 8,230.00 S) CAMERA SD284 (KP 45.7) 88 MODIFY RAMP METERING SYSTEM LS 300,000.0000 300,000.00 0.047 14,100.00 0.507 152,100.00 S) 89 MODIFY CABLE NODE(KP 47.5) LS 50,000.0000 50,000.00 0.000 0.00 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 0.950 741,000.00 S) 92 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1200,000.0000 1,200,000.00 0.970 1,164,000.00 S) PROGRAM CAS145 PAGE 12 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (TOSNET) 94 SYSTEM TESTING AND DOCUMENTATION LS 10,000.0000 10,000.00 0.000 0.00 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 18,830.000 116,746.00 PROGRAM CAS145 PAGE 13 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:26 PM ESTIMATE NO. 62 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 04/20/09 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,396,485.60 98,047,045.53 ADJUSTMENT OF COMPENSATION -13,682.72 243,865.97 EXTRA WORK 10,004.25 6,174,317.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,392,807.13 104,465,228.92 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 1,392,807.13 115,045,228.92 MATERIALS ON HAND ON SITE 198,381.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -170,517.90 TOTAL 1,392,807.13 115,073,092.02 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 07/30/09 968 149 0 0 94% 100% PROGRESS IS SATISFACTORY VENTOCILLA, JOSE RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 04/22/09