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 07/25/07 EST. NO.37 TIME 01:11 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 0877 155.64 E.W. @ F.A.(+) 041007 N 2167.0 0878 77.74 041007 N 2168.0 0879 17.05 041007 N 2168.2 0880 427.22 041007 N 2169.0 0881 157.24 040907 N 2170.0 0882 634.51 040907 N 2171.0 0883 108.18 040507 N 2172.0 0884 707.57 040507 N 2173.0 0885 547.37 040407 N 2174.0 0886 213.61 040307 N 2176.0 0887 263.37 040307 N 2177.0 0888 157.24 040207 N 2178.0 0889 588.80 081706 N 1716.3 0890 61.42 092106 N 1735.3 0891 157.24 041107 N 2165.0 0892 537.56 050906 N 1692.0 0893 188.58 071906 N 1707.0 0894 209.15 082806 N 1718.0 0895 214.95 082906 N 1719.0 0897 453.05 033007 N 2191.2 0898 1,551.52 032707 N 2193.2 0899 84.73 032907 N 2194.2 0900 124.39 060906 N 1698.4 0902 577.51 052307 N 2181.0 0904 263.37 060807 N 2205.0 0905 273.51 062107 N 2208.0 0906 471.13 062007 N 2211.0 0907 80.10 062007 N 2212.0 0908 273.51 062007 N 2213.0 0909 91.31 062007 N 2214.0 0910 213.61 061807 N 2215.0 0911 323.04 061107 N 2220.0 0912 260.90 061207 N 2221.0 0914 260.90 061307 N 2229.0 0915 260.90 061407 N 2231.0 0916 152.18 061307 N 2233.0 0917 263.37 060707 N 2234.0 0918 91.31 052907 N 2235.0 0920 182.61 053007 N 2237.0 0921 260.90 060707 N 2238.0 0922 243.48 060407 N 2239.0 0923 260.89 060607 N 2240.0 0924 259.30 060807 N 2241.0 0925 209.15 070506 N 1709.0 0926 345.54 070506 N 1710.0 0927 260.90 061107 N 2243.0 0929 189.96 052207 N 2248.0 0930 367.03 052107 N 2249.0 0931 3,444.25 071307 N 2252 0 0932 3,220.00 071407 N 2252.1 004 0156 333.35 E.W. @ F.A.(+) 030707 N 2206.0 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 07/25/07 EST. NO.37 TIME 01:11 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 --------------------------------------------------------------------------- 006 0047 1,162.50 E.W. @ F.A.(+) 060107 N 2222.0 0048 1,287.50 022205 N 2223.0 0049 1,100.00 061507 N 2226.0 015 0020 80.03 E.W. @ F.A.(+) 032207 N 2195.2 0021 788.77 062107 N 2209.0 0023 1,691.43 061407 N 2217.0 0024 905.06 061207 N 2232.0 0027 14.85 061207 N 2218.1 025 0020 1,812.66 E.W. @ F.A.(+) 022007 N 2224.2 0021 838.67 022107 N 2225.2 040 0159 685.26 E.W. @ F.A.(+) 062107 N 2210.0 0160 546.79 060807 N 2230.0 053 0026 195.80 E.W. @ F.A.(+) 051807 N 2244.0 0027 132.50 051607 N 2245.0 0028 995.52 042707 N 2197 0 0029 1,264.54 041707 N 2196 0 0030 4,967.44 042607 N 2198 0 0031 6,439.06 041207 N 2199 0 0032 4,116.33 041307 N 2200 0 0033 1,887.78 040907 N 2201 0 0034 2,532.60 040607 N 2202 0 0035 547.63 040507 N 2203 0 0036 43,334.37 052507 N 2203.1 067 0001 3,885.80 E.W. @ F.A.(+) 033007 N 2251 0 075 0001 368.27 E.W. @ F.A.(+) 040307 N 2175.0 0002 8,695.85 061107 N 7502 0 0002-1 -8,695.85 061107 N 7502 0 DAO CORRECTING ENTRY 0002-2 8,695.85 061107 N 2204.0 DAO CORRECTING ENTRY 0003 650.15 061107 N 2204.1 0004 13,800.00 071207 N 2250 0 076 0004 1,053.33 E.W. @ F.A.(+) 052307 N 2246.0 126,852.63 TOTAL THIS ESTIMATE 5,424,356.87 TOTAL PREVIOUS ESTIMATE 5,551,209.50 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 07/25/07 EST. NO.37 TIME 01:11 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 0.00 -150,100.00 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 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 -150,100.00 PROGRAM CAS145 PAGE 1 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 LOCATION RERUN 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 0.150 390.00 0.650 1,690.00 02 TIME-RELATED OVERHEAD WDAY 14,100.0000 10,857,000.00 21.000 296,100.00 587.000 8,276,700.00 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 0.010 4,000.00 0.844 337,600.00 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 40.0000 140,400.00 1,942.750 77,710.00 S) 06 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.010 1,000.00 0.975 97,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.010 6,000.00 0.886 531,600.00 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 17.000 3,825.00 S) 10 TYPE III BARRICADE EA 340.0000 45,900.00 33.000 11,220.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 71,520.00 690.000 16,560.00 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 20,090.390 421,898.19 S) 15 TEMPORARY CRASH CUSHION MODULE EA 196.0000 196,000.00 762.000 149,352.00 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 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 4,576.013 100,672.29 S) 22 REMOVE METAL BEAM GUARD RAILING M 25.0000 53,250.00 2,029.120 50,728.00 S) PROGRAM CAS145 PAGE 2 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,322.000 2,644.00 S) 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 27,600.00 9,629.000 19,258.00 S) STRIPE 25 REMOVE TRAFFIC STRIPE M 1.5000 103,800.00 24,451.680 36,677.52 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 560.00 16.760 268.16 S) 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 49,790.00 11,540.920 15,003.20 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 12.890 206.24 S) 30 REMOVE ROADSIDE SIGN EA 150.0000 31,500.00 75.000 11,250.00 31 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 13.000 1,300.00 (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 29.200 730.00 380.700 9,517.50 36 REMOVE INLET EA 187.0000 31,790.00 8.000 1,496.00 56.000 10,472.00 37 REMOVE MANHOLE EA 540.0000 1,080.00 5.000 2,700.00 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 57,600.00 256.510 3,078.12 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 408,310.00 227.070 30,200.31 PROGRAM CAS145 PAGE 3 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 131,000.00 496.000 12,400.00 51 REMOVE CONCRETE (CURB, GUTTER, AND M3 40.0000 140,400.00 2,220.130 88,805.20 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 2,088.965 313,344.75 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 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 0.900 25,200.00 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 0.000 0.00 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 0.970 442,320.00 75 DECOMPOSED GRANITE M3 134.0000 14,740.00 0.000 0.00 76 ROADWAY EXCAVATION M3 35.0000 3,048,850.00 4,718.000 165,130.00 77,860.400 2,725,114.00 PROGRAM CAS145 PAGE 4 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,801.000 716,020.00 (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 6,373.000 197,563.00 93,235.000 2,890,285.00 F) 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 STRUCTURE BACKFILL (BRIDGE) M3 64.0000 579,520.00 465.000 29,760.00 6,022.000 385,408.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 1,376,730.00 7,812.000 117,180.00 57,537.500 863,062.50 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 72.0000 677,520.00 1,307.000 94,104.00 5,780.000 416,160.00 F) WALL) 85 HIGHWAY PLANTING LS 600,000.0000 600,000.00 0.170 102,000.00 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 10.000 2,450.00 22.000 5,390.00 95 CLASS 3 AGGREGATE BASE M3 37.0000 1,258,000.00 768.000 28,416.00 10,972.830 405,994.71 96 LEAN CONCRETE BASE M3 93.0000 1,757,700.00 553.150 51,442.95 5,133.650 477,429.45 97 ASPHALT CONCRETE (TYPE B) TONN 103.0000 6,097,600.00 3,922.470 404,014.41 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 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 130.0000 4,342,000.00 328.000 42,640.00 8,010.740 1,041,396.20 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 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 4,321.000 345,680.00 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 16.500 1,815.00 6,052.320 665,755.20 S) PILING 12 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 162.0000 45,360.00 0.000 0.00 S) PILING (SOUND WALL) 13 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 325.0000 74,100.00 254.400 82,680.00 S) PILING 14 FURNISH PILING (CLASS 900) M 180.0000 1,573,380.00 9,780.340 1,760,461.20 (ALTERNATIVE W) 15 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,000.0000 776,000.00 786.000 786,000.00 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 4,592.488 229,624.40 (ALTERNATIVE X) 19 DRIVE PILE (CLASS 625C) EA 1,000.0000 519,000.00 476.000 476,000.00 S) (ALTERNATIVE X) 20 FURNISH PILING (CLASS 400C) M 60.0000 168,900.00 2,792.540 167,552.40 21 FURNISH PILING (CLASS 400 C) M 50.0000 176,350.00 3,566.500 178,325.00 (ALTERNATIVE X) 22 DRIVE PILE (CLASS 400C) EA 1,000.0000 436,000.00 269.000 269,000.00 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 0.085 27,200.00 0.845 270,400.00 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 45.620 15,967.00 2,546.630 891,320.50 F) 30 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 6,813,750.00 294.850 221,137.50 7,681.000 5,760,750.00 F) PROGRAM CAS145 PAGE 6 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,705.640 394,002.84 27,319.013 6,310,692.00 F) 32 STRUCTURAL CONCRETE, BARRIER SLAB M3 748.0000 144,364.00 114.000 85,272.00 F) 33 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 31,200.00 22.000 17,600.00 F) (TYPE EQ) 34 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 720,500.00 38.790 19,395.00 537.240 268,620.00 F) (TYPE N) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 620.0000 435,860.00 236.750 146,785.00 F) (TYPE R) 36 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 152,600.00 211.000 147,700.00 F) 37 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 904,800.00 4.070 4,884.00 284.950 341,940.00 F) 38 MINOR CONCRETE (SOUND WALL) M3 979.0000 142,934.00 4.900 4,797.10 F) 39 PAVING NOTCH EXTENSION M3 2,600.0000 65,000.00 1.110 2,886.00 8.110 21,086.00 40 ARCHITECTURAL TREATMENT M2 42.0000 550,200.00 6,831.850 286,937.70 F) 41 DRILL AND BOND DOWEL M 47.0000 121,730.00 18.600 874.20 2,279.150 107,120.05 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 216,000.00 24.000 216,000.00 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 24.000 41,040.00 S) 44 REFINISH BRIDGE DECK M2 130.0000 44,200.00 0.000 0.00 45 SOUND WALL (MASONRY BLOCK) M2 150.0000 4,274,100.00 671.000 100,650.00 3,779.000 566,850.00 SF) 46 MASONRY BLOCK WALL M2 150.0000 72,000.00 5.575 836.25 5.575 836.25 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 1,682,259.000 4,205,647.50 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 7,039,490.00 114,103.000 285,257.50 2,178,873.411 5,447,183.53 SF) 54 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 83,450.00 32,700.000 81,750.00 SF) 55 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.9000 297,360.00 45,360.000 267,624.00 SF) 56 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8600 43,344.00 45,000.000 38,700.00 SF) 57 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,338,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.100 22,920.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 137,200.00 13.900 19,460.00 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 0.900 90,000.00 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 0.800 9,600.00 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 185,650.00 336.000 78,960.00 80 600 MM REINFORCED CONCRETE PIPE M 245.0000 548,800.00 17.900 4,385.50 1,166.000 285,670.00 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 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 80.600 3,062.80 2,584.413 98,207.69 90 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 85.0000 78,200.00 160.500 13,642.50 91 450 MM CONCRETE FLARED END SECTION EA 747.0000 8,964.00 2.000 1,494.00 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 94 200 MM CLAY SEWER PIPE M 305.0000 48,800.00 87.400 26,657.00 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 8.000 2,800.00 S) 98 CONCRETE SEWER MANHOLE EA 2,900.0000 26,100.00 8.000 23,200.00 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 15.400 2,356.20 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 4.500 2,439.00 51.410 27,864.22 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 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 252,400.00 676.000 2,704.00 9,746.000 38,984.00 SF) 14 MISCELLANEOUS METAL (BRIDGE) KG 5.2000 31,902.00 3,125.000 16,250.00 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 70.500 25,027.50 F) 25 CONCRETE BARRIER (TYPE 27B MODIFIED) M 240.0000 9,600.00 13.150 3,156.00 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 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 81.110 5,272.15 36 CONCRETE BARRIER (TYPE 60A) M 180.0000 14,580.00 18.310 3,295.80 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 42.230 8,446.00 F) (TYPE 60 D MODIFIED) PROGRAM CAS145 PAGE 10 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 23.000 5,451.00 F) 43 CONCRETE BARRIER (TYPE 736 SV) M 345.0000 303,600.00 13.000 4,485.00 879.200 303,324.00 44 CONCRETE BARRIER (TYPE 736A) M 290.0000 652,500.00 803.000 232,870.00 1,519.500 440,655.00 F) 45 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 1,308,000.00 257.000 77,100.00 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 661,800.00 620.000 186,000.00 1,813.000 543,900.00 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 2,546.880 2,546.88 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 0.000 0.00 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 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 45,023.020 29,715.19 S) 59 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 30,650.00 54,808.060 27,404.03 S) (BROKEN 10.98 M - 3.66 M) 60 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 1,445.00 1,398.000 699.00 S) (BROKEN 5.18 M - 2.14 M) 61 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 46,650.00 15,542.000 23,313.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 63,000.00 8,030.000 24,090.00 S) 63 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.010 1,000.00 0.200 20,000.00 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 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.180 34,200.00 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 0.580 17,400.00 S) (CITY STREET LOCATION 6) 69 LIGHTING (TEMPORARY) LS 120,000.0000 120,000.00 0.830 99,600.00 S) 70 LIGHTING (CITY STREET) LS 730,000.0000 730,000.00 0.020 14,600.00 0.330 240,900.00 S) 71 CHANGEABLE MESSAGE SIGN NO. SD245 LS 2,400.0000 2,400.00 0.300 720.00 S) (KP 39.4) 72 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.620 1,860.00 S) NO. 35 (KP 44.8) 73 CHANGEABLE MESSAGE SIGN NO. MA019 LS 2,400.0000 2,400.00 0.720 1,728.00 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 0.010 12,200.00 0.270 329,400.00 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 0.360 1,800.00 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 0.090 1,800.00 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 0.240 72,000.00 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 0.080 96,000.00 0.450 540,000.00 S) PROGRAM CAS145 PAGE 12 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,183.000 19,734.60 PROGRAM CAS145 PAGE 13 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:11 PM ESTIMATE NO. 37 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 07/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,930,093.54 59,521,170.83 ADJUSTMENT OF COMPENSATION 0.00 27,500.00 EXTRA WORK 126,852.63 5,523,709.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,056,946.17 65,072,380.33 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 3,056,946.17 75,652,380.33 MATERIALS ON HAND ON SITE 1,692,416.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -150,100.00 TOTAL 3,056,946.17 77,194,697.23 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 04/21/09 587 99 0 0 63% 76% PROGRESS IS SATISFACTORY VENTOCILLA, JOSE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/07