PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/24/05 EST. NO.13 TIME 02:58 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 0119 258.98 E.W. @ F.A.(+) 080205 N 0239.0 0122 425.32 080505 N 0246.0 0123 425.32 080805 N 0247.0 0124 79.75 080905 N 0251.0 0125 265.83 080905 N 0252.0 0126 528.37 081005 N 0253.0 0127 106.93 081605 N 0262.0 0128 130.72 081705 N 0264.0 0129 425.32 081705 N 0266.0 0132 71.29 082205 N 0275.0 0133 519.34 082305 N 0276.0 0136 373.14 082405 N 0279.0 0137 279.86 082505 N 0281.0 0138 373.14 082605 N 0282.0 0139 318.77 082805 N 0283.0 0140 425.32 082205 N 0288.0 0141 425.32 081905 N 0274.1 0142 80.25 071505 N 0323.0 0143 212.66 090605 N 0382.0 0144 88.36 090605 N 0384.0 0145 135.45 090705 N 0386.0 0146 159.50 091205 N 0388.0 0147 106.93 090905 N 0393.0 0148 50.79 091505 N 0396.0 0149 338.61 091605 N 0399.0 0150 335.43 091605 N 0400.0 0152 373.14 080105 N 0374.0 0154 132.54 082905 N 0376.0 0156 373.14 083105 N 0378.0 0159 373.14 082905 N 0375.0 0160 553.39 090105 N 0381.0 0161 264.00 090105 N 0381.1 0162 1,786.59 091105 N 0403.0 0163 106.93 091605 N 0407.0 0164 98.02 092005 N 0410.0 0165 44.56 092605 N 0425.0 0166 418.73 091505 N 0434.0 0167 211.46 091505 N 0435.0 0168 212.66 100405 N 0445.0 0169 212.66 100505 N 0446.0 004 0039 2,553.81 E.W. @ F.A.(+) 070505 N 0333.0 0040 3,007.66 070605 N 0334.0 0041 547.26 070705 N 0335.0 0042 787.49 071305 N 0336.0 0043 1,726.91 071405 N 0337.0 0044 1,394.83 072105 N 0338.0 0045 964.31 072505 N 0339.0 0046 480.49 072705 N 0340.0 0047 1,312.47 072905 N 0341.0 006 0010 1,006.03 E.W. @ F.A.(+) 091205 N 0289.0 0011 1,193.75 061805 N 0343.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/24/05 EST. NO.13 TIME 02:58 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 --------------------------------------------------------------------------- 0012 1,162.50 091205 N 0366.0 010 0001 12,712.00 E.W. @ L.S.(+) 090105 N 901 0 013 0013 1,186.64 E.W. @ F.A.(+) 060605 N 0155.0 0018 735.99 040705 N 0137.0 0020 675.15 060305 N 0148.1 0021 2,038.63 061605 N 0177.0 0022 2,299.51 061705 N 0178.0 0024 1,389.34 062205 N 0184.0 0026 844.80 061605 N 0177.1 0028 2,204.54 081605 N 0263.0 0030 1,399.87 081805 N 0269.0 0031 1,093.02 081905 N 0270.0 0032 655.82 081805 N 0271.0 0033 88,938.96 100305 N 0361.0 014 0002 726.64 E.W. @ F.A.(+) 021405 N 0042.0 0005 615.90 021405 N 0042.1 025 0005 471.87 E.W. @ F.A.(+) 090905 N 0387.0 0006 1,092.03 091205 N 0395.0 026 0008 707.49 E.W. @ F.A.(+) 080105 N 0237.0 0009 643.86 081005 N 0254.0 0010 985.83 082405 N 0280.0 0011 413.27 090605 N 0385.0 0013 360.35 091605 N 0402.0 0014 478.30 091605 N 0405.0 032 0001 199.66 E.W. @ F.A.(+) 091305 N 0389.0 0002 1,569.39 091405 N 0392.0 0003 1,347.45 091505 N 0397.0 0004 1,200.78 091605 N 0401.0 0005 400.67 092205 N 0415.0 0006 1,366.13 091905 N 0408.0 0007 456.99 092005 N 0411.0 0008 1,250.88 092105 N 0412.0 037 0001 698.70 E.W. @ F.A.(+) 092205 N 0417.0 0003 1,558.84 092705 N 0428.0 0004 1,513.61 092805 N 0430.0 0005 1,757.15 092905 N 0436.0 039 0001 835.98 E.W. @ F.A.(+) 092905 N 0441.0 0002 202.84 093005 N 0442.0 040 0004 2,240.75 E.W. @ F.A.(+) 060705 N 0303.0 0005 1,903.95 060805 N 0304.0 0006 1,037.10 060905 N 0305.0 0007 3,138.74 061005 N 0306.0 0008 233.95 061705 N 0307.0 0009 571.22 062005 N 0308.0 0010 236.71 062105 N 0309.0 0011 233.95 062205 N 0310.0 0012 1,322.47 062705 N 0311.0 0013 718.90 062805 N 0312.0 0014 565.69 062905 N 0313.0 0015 910.86 070805 N 0314.0 0018 802.00 060605 N 0302.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 10/24/05 EST. NO.13 TIME 02:58 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 --------------------------------------------------------------------------- 0019 408.55 060205 N 0290.0 0020 1,405.88 042005 N 0291.0 0022 949.59 042605 N 0293.0 0023 389.60 050405 N 0294.0 0025 225.17 050905 N 0296.0 0026 755.34 051305 N 0297.0 0027 1,695.57 051605 N 0298.0 0028 376.04 051705 N 0299.0 0029 1,392.16 051905 N 0300.0 0030 1,461.92 052405 N 0301.0 0045 1,247.82 071905 N 0316.0 0046 1,031.92 071305 N 0317.0 0047 245.11 071405 N 0318.0 0048 1,471.40 052705 N 0320.0 0050 1,160.38 071105 N 0322.0 0051 594.19 071205 N 0324.0 0068 699.72 053105 N 0362.2 0071 575.25 091505 N 0398.0 0074 333.24 090105 N 0379.0 0076 136.81 092805 N 0432.0 195,740.00 TOTAL THIS ESTIMATE 315,088.02 TOTAL PREVIOUS ESTIMATE 510,828.02 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 10/24/05 EST. NO.13 TIME 02:58 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 0.00 0.00 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 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 0.250 650.00 02 TIME-RELATED OVERHEAD WDAY 14,100.0000 10,857,000.00 17.000 239,700.00 194.000 2,735,400.00 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 0.027 10,800.00 0.293 117,200.00 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 40.0000 140,400.00 1,072.940 42,917.60 S) 06 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.014 1,400.00 0.682 68,200.00 S) 07 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.027 16,200.00 0.336 201,600.00 S) 08 FLASHING ARROW SIGN EA 2,500.0000 25,000.00 0.000 0.00 S) 09 TYPE II BARRICADE EA 225.0000 72,000.00 7.000 1,575.00 S) 10 TYPE III BARRICADE EA 340.0000 45,900.00 24.000 8,160.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 71,520.00 20.000 480.00 250.000 6,000.00 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 0.000 0.00 S) 14 TEMPORARY RAILING (TYPE K) M 21.0000 823,200.00 579.120 12,161.52 11,539.490 242,329.29 S) 15 TEMPORARY CRASH CUSHION MODULE EA 196.0000 196,000.00 16.000 3,136.00 258.000 50,568.00 S) 16 ABANDON CULVERT M 18.0000 2,160.00 0.000 0.00 17 ABANDON SEWER MANHOLE EA 945.0000 2,835.00 2.000 1,890.00 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 1,925.000 19,250.00 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 3.353 73.77 2,944.103 64,770.27 S) 22 REMOVE METAL BEAM GUARD RAILING M 25.0000 53,250.00 55.000 1,375.00 1,823.910 45,597.75 S) PROGRAM CAS145 PAGE 2 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,060.00 192.000 384.00 722.000 1,444.00 S) 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 27,600.00 9,192.000 18,384.00 S) STRIPE 25 REMOVE TRAFFIC STRIPE M 1.5000 103,800.00 344.420 516.63 16,570.420 24,855.63 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 560.00 16.760 268.16 16.760 268.16 S) 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 49,790.00 8,162.520 10,611.28 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 4.170 66.72 S) 30 REMOVE ROADSIDE SIGN EA 150.0000 31,500.00 16.000 2,400.00 31 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 3.000 300.00 (STRAP AND SADDLE BRACKET METHOD) 32 REMOVE ROADSIDE SIGN PANEL EA 100.0000 3,900.00 0.000 0.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 66,000.00 17.000 51,000.00 S) 34 REMOVE ASPHALT CONCRETE DIKE M 6.0000 1,980.00 426.760 2,560.56 35 REMOVE PIPE M 25.0000 35,250.00 53.700 1,342.50 36 REMOVE INLET EA 187.0000 31,790.00 1.000 187.00 20.000 3,740.00 37 REMOVE MANHOLE EA 540.0000 1,080.00 3.000 1,620.00 38 REMOVE RETAINING WALL M 545.0000 550,450.00 276.000 150,420.00 756.593 412,343.19 39 REMOVE MASONRY WALL M2 40.0000 5,200.00 113.000 4,520.00 40 REMOVE CONCRETE PAVEMENT M2 12.0000 57,600.00 117.530 1,410.36 41 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 16,800.00 0.000 0.00 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 0.000 0.00 44 ADJUST INLET EA 800.0000 800.00 0.000 0.00 45 ADJUST MANHOLE TO GRADE EA 890.0000 5,340.00 0.000 0.00 46 ADJUST SEWER MANHOLE EA 890.0000 1,780.00 0.000 0.00 47 MODIFY INLET EA 1,800.0000 5,400.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.3000 27,820.00 0.000 0.00 S) 49 REMOVE CONCRETE M3 133.0000 408,310.00 5.000 665.00 46.000 6,118.00 PROGRAM CAS145 PAGE 3 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 REMOVE CONCRETE (CURB, GUTTER, AND M3 40.0000 140,400.00 0.860 34.40 1,415.370 56,614.80 SIDEWALK) 52 REMOVE BUS PAD M2 40.0000 9,600.00 0.000 0.00 53 REMOVE SOUND WALL M 150.0000 307,500.00 928.565 139,284.75 54 REMOVE METAL RAILING M 32.0000 3,168.00 0.000 0.00 55 BRIDGE REMOVAL, LOCATION A LS 290,000.0000 290,000.00 0.500 145,000.00 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION K LS 30,000.0000 30,000.00 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 34,000.0000 34,000.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION L LS 30,000.0000 30,000.00 0.000 0.00 60 BRIDGE REMOVAL (PORTION), LOCATION C LS 34,000.0000 34,000.00 0.000 0.00 61 BRIDGE REMOVAL (PORTION), LOCATION M LS 35,000.0000 35,000.00 0.400 14,000.00 0.500 17,500.00 62 BRIDGE REMOVAL (PORTION), LOCATION D LS 51,000.0000 51,000.00 0.000 0.00 63 BRIDGE REMOVAL (PORTION), LOCATION N LS 38,000.0000 38,000.00 0.100 3,800.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 27,000.0000 27,000.00 0.100 2,700.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 90,000.0000 90,000.00 0.100 9,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 35,000.0000 35,000.00 0.000 0.00 67 BRIDGE REMOVAL (PORTION), LOCATION H LS 28,000.0000 28,000.00 0.000 0.00 68 BRIDGE REMOVAL (PORTION), LOCATION I LS 25,000.0000 25,000.00 0.300 7,500.00 69 BRIDGE REMOVAL (PORTION), LOCATION J LS 28,000.0000 28,000.00 0.000 0.00 70 JACKING SUPERSTRUCTURE, LOCATION D LS 13,500.0000 13,500.00 0.000 0.00 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 0.000 0.00 73 JACKING SUPERSTRUCTURE, LOCATION C LS 13,500.0000 13,500.00 0.000 0.00 74 CLEARING AND GRUBBING LS 456,000.0000 456,000.00 0.840 383,040.00 75 DECOMPOSED GRANITE M3 134.0000 14,740.00 0.000 0.00 76 ROADWAY EXCAVATION M3 35.0000 3,048,850.00 3,265.200 114,282.00 33,603.000 1,176,105.00 PROGRAM CAS145 PAGE 4 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 758,000.00 700.000 14,000.00 25,137.000 502,740.00 (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 1,165.000 139,800.00 1,685.000 202,200.00 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 31.0000 3,556,723.00 2,953.900 91,570.90 36,666.500 1,136,661.50 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 0.000 0.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 1,376,730.00 2,209.200 33,138.00 7,656.750 114,851.25 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 72.0000 677,520.00 841.000 60,552.00 F) WALL) 85 HIGHWAY PLANTING LS 600,000.0000 600,000.00 0.000 0.00 S) 86 ROCK BLANKET M2 55.0000 37,400.00 0.000 0.00 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 0.000 0.00 S) 89 IRRIGATION SYSTEM LS 740,000.0000 740,000.00 0.000 0.00 S) 90 WATER METER EA 3,300.0000 19,800.00 0.000 0.00 91 200 MM CORRUGATED HIGH DENSITY M 174.0000 22,620.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 92 200 MM WELDED STEEL PIPE CASING M 456.0000 29,640.00 0.000 0.00 93 CLASS 2 AGGREGATE BASE M3 46.0000 37,260.00 0.000 0.00 94 AGGREGATE BASE (APPROACH SLAB) M3 245.0000 26,460.00 0.000 0.00 95 CLASS 3 AGGREGATE BASE M3 37.0000 1,258,000.00 1,859.190 68,790.03 96 LEAN CONCRETE BASE M3 93.0000 1,757,700.00 883.330 82,149.69 97 ASPHALT CONCRETE (TYPE B) TONN 103.0000 6,097,600.00 148.500 15,295.50 2,502.490 257,756.47 98 GEOFABRIC WOVEN (TYPE 200 WS) M2 2.0000 5,760.00 0.000 0.00 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 31.0000 124,930.00 0.000 0.00 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 3,900.00 0.000 0.00 01 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 500.00 0.000 0.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 27,600.00 0.000 0.00 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 3,400.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,308.710 170,132.30 05 CONCRETE PAVEMENT M3 659.0000 230,650.00 0.000 0.00 (RAPID STRENGHT CONCRETE) 06 SEAL LONGITUDINAL ISOLATION JOINT M 7.0000 66,430.00 1,150.000 8,050.00 07 TIE BAR (DRILL AND BOND) EA 6.0000 5,520.00 0.000 0.00 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 4,262.000 340,960.00 10 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 512,000.00 64.000 64,000.00 64.000 64,000.00 S) 11 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 661,980.00 2,157.770 237,354.70 2,473.000 272,030.00 S) PILING 12 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 162.0000 45,360.00 317.390 51,417.18 S) PILING (SOUND WALL) 13 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 325.0000 74,100.00 0.000 0.00 S) PILING 14 FURNISH PILING (CLASS 900) M 180.0000 1,573,380.00 8,741.000 1,573,380.00 (ALTERNATIVE W) 15 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,000.0000 776,000.00 20.000 20,000.00 20.000 20,000.00 S) 16 FURNISH PILING (CLASS 625) M 50.0000 12,000.00 0.000 0.00 17 DRIVE PILE (CLASS 625) EA 1,000.0000 37,000.00 0.000 0.00 S) 18 FURNISH PILING (CLASS 625C) M 50.0000 257,950.00 0.000 0.00 (ALTERNATIVE X) 19 DRIVE PILE (CLASS 625C) EA 1,000.0000 519,000.00 0.000 0.00 S) (ALTERNATIVE X) 20 FURNISH PILING (CLASS 400C) M 60.0000 168,900.00 1,649.540 98,972.40 21 FURNISH PILING (CLASS 400 C) M 50.0000 176,350.00 407.500 20,375.00 (ALTERNATIVE X) 22 DRIVE PILE (CLASS 400C) EA 1,000.0000 436,000.00 320.000 320,000.00 S) 23 DRIVE PILE (CLASS 400 C) EA 1,000.0000 350,000.00 50.000 50,000.00 S) (ALTERNATIVE X) 24 FURNISH PILING (CLASS 400) M 50.0000 13,000.00 0.000 0.00 25 DRIVE PILE (CLASS 400) EA 1,000.0000 34,000.00 0.000 0.00 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 0.000 0.00 S) 28 TIEDOWN ANCHOR EA 3,200.0000 393,600.00 0.000 0.00 S) 29 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 889,000.00 0.000 0.00 F) 30 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 6,813,750.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,185.500 273,850.50 6,947.053 1,604,769.24 F) 32 STRUCTURAL CONCRETE, BARRIER SLAB M3 748.0000 144,364.00 0.000 0.00 F) 33 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 31,200.00 0.000 0.00 F) (TYPE EQ) 34 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 720,500.00 0.000 0.00 F) (TYPE N) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 620.0000 435,860.00 0.000 0.00 F) (TYPE R) 36 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 152,600.00 0.000 0.00 F) 37 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 904,800.00 11.920 14,304.00 38.030 45,636.00 F) 38 MINOR CONCRETE (SOUND WALL) M3 979.0000 142,934.00 0.000 0.00 F) 39 PAVING NOTCH EXTENSION M3 2,600.0000 65,000.00 0.000 0.00 40 ARCHITECTURAL TREATMENT M2 42.0000 550,200.00 787.000 33,054.00 2,599.800 109,191.60 F) 41 DRILL AND BOND DOWEL M 47.0000 121,730.00 0.000 0.00 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 216,000.00 0.000 0.00 S) GIRDER (20 M - 25 M) 43 ERECT PRECAST CONCRETE GIRDER EA 1,710.0000 41,040.00 0.000 0.00 S) 44 REFINISH BRIDGE DECK M2 130.0000 44,200.00 0.000 0.00 45 SOUND WALL (MASONRY BLOCK) M2 150.0000 4,274,100.00 0.000 0.00 SF) 46 MASONRY BLOCK WALL M2 150.0000 72,000.00 0.000 0.00 S) 47 JOINT SEAL (MR 30 MM) M 130.0000 29,900.00 0.000 0.00 S) 48 JOINT SEAL (MR 15 MM) M 100.0000 40,800.00 0.000 0.00 S) 49 JOINT SEAL (MR 25 MM) M 115.0000 8,165.00 0.000 0.00 S) 50 JOINT SEAL (MR 40 MM) M 150.0000 16,500.00 0.000 0.00 S) 51 JOINT SEAL (MR 50 MM) M 200.0000 14,000.00 0.000 0.00 S) 52 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 3,858,200.00 0.000 0.00 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 7,039,490.00 84,199.000 210,497.50 466,082.106 1,165,205.27 SF) 54 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 83,450.00 0.000 0.00 SF) 55 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.9000 297,360.00 0.000 0.00 SF) 56 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8600 43,344.00 0.000 0.00 SF) 57 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,338,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 SF) 59 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 39,600.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 137,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 61 1000 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 13,500.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 62 1370 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 108,000.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 63 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 54,000.00 0.000 0.00 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 0.000 0.00 67 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 0.000 0.00 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 0.000 0.00 S) 75 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 8,500.0000 51,000.00 0.000 0.00 S) 76 WORK AREA MONITORING LS 12,000.0000 12,000.00 0.000 0.00 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 0.000 0.00 79 450 MM REINFORCED CONCRETE PIPE M 235.0000 185,650.00 67.900 15,956.50 80 600 MM REINFORCED CONCRETE PIPE M 245.0000 548,800.00 26.100 6,394.50 189.000 46,305.00 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 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (2.01 MM THICK) 86 100 MM PLASTIC PIPE UNDERDRAIN M 192.0000 1,728.00 0.000 0.00 87 150 MM PLASTIC PIPE M 141.0000 8,037.00 0.000 0.00 88 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 975.0000 975.00 0.000 0.00 89 80 MM PLASTIC PIPE (EDGE DRAIN) M 38.0000 371,260.00 265.000 10,070.00 90 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 85.0000 78,200.00 0.000 0.00 91 450 MM CONCRETE FLARED END SECTION EA 747.0000 8,964.00 0.000 0.00 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 2.200 1,744.60 2.200 1,744.60 94 200 MM CLAY SEWER PIPE M 305.0000 48,800.00 0.000 0.00 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 0.000 0.00 S) 98 CONCRETE SEWER MANHOLE EA 2,900.0000 26,100.00 6.000 17,400.00 S) 99 MINOR CONCRETE (PIPE ENCASEMENT) M3 472.0000 14,632.00 0.000 0.00 00 MINOR CONCRETE (BACKFILL) M3 153.0000 5,814.00 13.050 1,996.65 01 ROCK SLOPE PROTECTION M3 191.0000 573.00 0.000 0.00 (FACING, METHOD B) 02 MINOR CONCRETE (DITCH LINING) M3 150.0000 4,950.00 0.000 0.00 03 MINOR CONCRETE (CHANNEL LINING) M3 611.0000 183,300.00 0.000 0.00 04 ROCK SLOPE PROTECTION FABRIC M2 18.0000 234.00 0.000 0.00 05 MINOR CONCRETE (GUTTER DEPRESSION) M3 1,500.0000 30,000.00 0.000 0.00 06 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 542.0000 726,280.00 0.000 0.00 AND DRIVEWAY) 07 MINOR CONCRETE (GUTTER) M 88.0000 122,760.00 0.000 0.00 F) 08 CURB DRAIN EA 1,389.0000 2,778.00 0.000 0.00 09 MINOR CONCRETE (STAMPED CONCRETE) M3 1,015.0000 30,450.00 0.000 0.00 10 MINOR CONCRETE (COLOR TEXTURE PAVING) M2 56.0000 248,640.00 0.000 0.00 11 MINOR CONCRETE (BUS PAD) M3 455.0000 21,385.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 13 MISCELLANEOUS IRON AND STEEL KG 4.0000 252,400.00 0.000 0.00 SF) 14 MISCELLANEOUS METAL (BRIDGE) KG 5.2000 31,902.00 0.000 0.00 SF) 15 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 33,000.00 0.000 0.00 S) 16 WOOD FENCE M 100.0000 700.00 0.000 0.00 S) 17 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 26,400.00 0.000 0.00 S) 18 4.88 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 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 0.000 0.00 S) 23 CHAIN LINK RAILING (TYPE 7) M 150.0000 117,750.00 0.000 0.00 SF) 24 CONCRETE BARRIER (TYPE 26 MODIFIED) M 355.0000 50,055.00 0.000 0.00 F) 25 CONCRETE BARRIER (TYPE 27B MODIFIED) M 240.0000 9,600.00 0.000 0.00 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 0.000 0.00 28 CABLE RAILING M 50.0000 39,050.00 0.000 0.00 SF) 29 TERMINAL SECTION (TYPE B) EA 200.0000 800.00 0.000 0.00 S) 30 TERMINAL SECTION (TYPE C) EA 200.0000 200.00 0.000 0.00 S) 31 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 17,500.00 0.000 0.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 32,500.00 0.000 0.00 S) 33 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 5,600.00 0.000 0.00 S) 34 CRASH CUSHION (REACT 9SCBS) EA 50,000.0000 150,000.00 0.000 0.00 S) 35 CONCRETE BARRIER (TYPE 60) M 65.0000 132,600.00 0.000 0.00 36 CONCRETE BARRIER (TYPE 60A) M 180.0000 14,580.00 0.000 0.00 F) 37 CONCRETE BARRIER M 235.0000 68,855.00 0.000 0.00 F) (TYPE 60 A MODIFIED) 38 CONCRETE BARRIER M 200.0000 86,600.00 0.000 0.00 F) (TYPE 60 D MODIFIED) PROGRAM CAS145 PAGE 10 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 732 MODIFIED) M 150.0000 21,900.00 0.000 0.00 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 0.000 0.00 F) 43 CONCRETE BARRIER (TYPE 736 SV) M 345.0000 303,600.00 0.000 0.00 44 CONCRETE BARRIER (TYPE 736A) M 290.0000 652,500.00 0.000 0.00 F) 45 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 1,308,000.00 0.000 0.00 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 0.000 0.00 F) 48 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 30,480.00 13.120 314.88 S) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,330.00 637.000 637.00 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 0.000 0.00 S) 52 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 41,650.00 0.000 0.00 S) TRAFFIC STRIPE 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,660.00 0.000 0.00 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 0.000 0.00 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 1,503.000 991.98 32,904.620 21,717.05 S) 59 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 30,650.00 45,961.000 22,980.50 S) (BROKEN 10.98 M - 3.66 M) 60 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 1,445.00 164.000 82.00 S) (BROKEN 5.18 M - 2.14 M) 61 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 46,650.00 12,950.000 19,425.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 63,000.00 6,112.000 18,336.00 S) 63 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.140 14,000.00 S) (CITY STREET LOCATION 1) 64 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.160 25,600.00 S) (CITY STREET LOCATION 2) 65 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.150 18,000.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.150 28,500.00 S) (CITY STREET LOCATION 4) 67 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.180 12,600.00 S) (CITY STREET LOCATION 5) 68 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 S) (CITY STREET LOCATION 6) 69 LIGHTING (TEMPORARY) LS 120,000.0000 120,000.00 0.030 3,600.00 0.700 84,000.00 S) 70 LIGHTING (CITY STREET) LS 730,000.0000 730,000.00 0.180 131,400.00 S) 71 CHANGEABLE MESSAGE SIGN NO. SD245 LS 2,400.0000 2,400.00 0.000 0.00 S) (KP 39.4) 72 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.500 1,500.00 S) NO. 35 (KP 44.8) 73 CHANGEABLE MESSAGE SIGN NO. MA019 LS 2,400.0000 2,400.00 0.000 0.00 S) (KP 3.2) 74 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.300 900.00 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 0.000 0.00 S) 78 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 1220,000.0000 1,220,000.00 0.030 36,600.00 S) 79 RELOCATE TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.000 0.00 S) (TMS) 2YYY (KP 45.9) 80 MODIFY COUNT STATION 2426 (KP 47.5) LS 50,000.0000 50,000.00 0.030 1,500.00 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 0.330 1,650.00 S) (KP 39.4) 85 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 0.000 0.00 S) CAMERA SD267 (KP 43.3) 86 RELOCATE CLOSED CIRCUIT TELEVISION LS 20,000.0000 20,000.00 0.030 600.00 S) CAMERA SD278 (KP 44.7) 87 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 0.000 0.00 S) CAMERA SD284 (KP 45.7) 88 MODIFY RAMP METERING SYSTEM LS 300,000.0000 300,000.00 0.090 27,000.00 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 0.000 0.00 S) 91 MODIFY SIGNAL AND LIGHTING LS 780,000.0000 780,000.00 0.040 31,200.00 S) 92 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1200,000.0000 1,200,000.00 0.120 144,000.00 S) PROGRAM CAS145 PAGE 12 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,391.000 8,624.20 PROGRAM CAS145 PAGE 13 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 02:58 PM ESTIMATE NO. 13 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 10/20/05 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,727,569.66 15,291,125.77 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 195,740.00 510,828.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,923,309.66 15,801,953.79 97 MOBILIZATION LS 580,000.0000 10,580,000.00 0.750 7,935,000.00 ORIGINAL CONTRACT AMOUNT 113,211,982.00 TOTAL WORK COMPLETED 1,923,309.66 23,736,953.79 MATERIALS ON HAND ON SITE 189,109.82 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,923,309.66 23,926,063.61 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 02/23/09 193 59 0 0 21% 25% PROGRESS IS SATISFACTORY VENTOCILLA, JOSE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/05