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 10/24/07 EST. NO.40 TIME 07:40 AM 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 0734 215.52 E.W. @ F.A.(+) 021607 N 2031.2 0735 345.10 020807 N 2032.2 0741 130.72 111406 N 2021.2 0744 54.39 122006 N 2025.2 0745 215.52 122206 N 2026.2 0759 78.43 031407 N 2053.2 0805 84.73 033007 N 2080.0 0919 160.21 060107 N 2236.0 0932-1 -3,220.00 071407 N 2252.1 DAO CORRECTING ENTRY 0955 794.71 032007 N 2057.0 0956-1 -916.74 033007 N 2192.2 DAO CORRECTING ENTRY 1041 429.21 120206 N 1877.1 1042 294.07 031207 N 2044.3 1043 141.90 031507 N 2046.1 1044 141.90 031607 N 2048.1 1045 141.90 031407 N 2054.0 1046 141.90 030707 N 2073.1 1048 141.90 030807 N 2087.1 1049 287.56 050207 N 2139.1 1050 154.00 050107 N 2140.1 1051 156.75 041207 N 2146.1 1052 154.00 050307 N 2148.1 1053 110.35 041107 N 2165.1 1054 156.75 041007 N 2167.1 1055 544.30 033007 N 2191.3 1056 110.35 062607 N 2341.1 1057 110.35 062507 N 2342.1 1059 110.35 062707 N 2344.1 1061 110.35 080707 N 2357.1 1062 402.07 061907 N 2370.0 1063 384.15 061507 N 2398.0 1064 402.07 061807 N 2399.0 1065 290.16 072507 N 2400.0 1066 272.42 072407 N 2401.0 1067 331.06 070907 N 2282.1 1069 129.00 030907 N 2089.1 1071 202.71 032607 N 2160.1 1072 156.75 040907 N 2170.1 1073 110.35 061207 N 2221.1 1074 110.35 061307 N 2229.1 1075 110.35 061407 N 2231.1 1076 110.35 062107 N 2208.1 1077 110.35 060707 N 2238.1 1078 220.70 060607 N 2240.1 1079 110.35 060807 N 2241.1 1080 110.35 061107 N 2243.1 1083 302.01 071207 N 2280.1 1084 441.41 070607 N 2281.1 1085 236.01 071107 N 2289.1 1086 110.35 070207 N 2290.1 1087 752.02 070907 N 2291.1 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 10/24/07 EST. NO.40 TIME 07:40 AM 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 --------------------------------------------------------------------------- 1088 110.35 062907 N 2292.1 1089 110.35 062807 N 2315.1 1090 127.28 080607 N 2356.1 1091 127.28 080907 N 2360.1 1092 127.28 080707 N 2361.1 1093 127.28 080807 N 2362.1 1094 110.35 062207 N 2391.0 1095 127.28 080607 N 2353.1 1096 212.73 082207 N 2424.0 1097 366.77 082407 N 2450.0 1098 366.77 082807 N 2437.0 1099 366.77 082907 N 2438.0 1100 366.77 083007 N 2439.0 1101 591.91 090407 N 2440.0 1102 272.42 090507 N 2442.0 1103 179.21 090507 N 2443.0 1104 366.77 090507 N 2444.0 1105 366.77 090607 N 2446.0 1106 366.77 090707 N 2447.0 1107 300.45 082407 N 2449.0 1108 176.53 032507 N 2157.1 1109 110.35 040807 N 2178.1 1110 95.87 082307 N 2451.0 1114 110.35 080207 N 2363.1 1116 110.35 080307 N 2365.1 1117 110.35 080107 N 2366.1 1119 110.35 072507 N 2400.1 1120 110.35 072407 N 2401.1 1121 110.35 071707 N 2402.1 1122 110.35 071907 N 2403.1 1123 110.35 071807 N 2404.1 1124 110.35 072007 N 2405.1 1125 110.35 072307 N 2406.1 1126 212.30 082207 N 2408.1 1127 143.00 082307 N 2409.1 1128 143.00 082307 N 2411.1 1129 143.00 082407 N 2412.1 1130 143.00 082907 N 2414.1 1131 143.00 082907 N 2415.1 1132 143.00 082807 N 2416.1 1133 143.00 082807 N 2417.1 1134 143.00 082707 N 2418.1 1135 143.00 082707 N 2419.1 1136 176.00 090507 N 2442.1 1137 290.16 081107 N 2460.0 1139 502.82 082107 N 2462.0 046 0032 287.50 E.W. @ F.A.(+) 061607 N 2253.0 0033 862.50 061607 N 2255.0 0034 287.50 072607 N 2333.0 0035 862.50 072607 N 2334.0 075 0005 3,220.00 E.W. @ F.A.(+) 071407 N 2466.0 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 10/24/07 EST. NO.40 TIME 07:40 AM 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 --------------------------------------------------------------------------- 0006 17,434.00 071307 N 2204.2 0007 575.00 071307 N 2204.3 0008 19,630.50 071607 N 2250.1 082 0001 -109,034.48 A.C. @ U.P.(-) 090707 N 2514 0 -50,043.07 TOTAL THIS ESTIMATE 5,634,748.31 TOTAL PREVIOUS ESTIMATE 5,584,705.24 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 10/24/07 EST. NO.40 TIME 07:40 AM 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 -333,230.45 -491,630.45 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 -333,230.45 -491,630.45 PROGRAM CAS145 PAGE 1 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 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 0.650 1,690.00 02 TIME-RELATED OVERHEAD WDAY 14,100.0000 10,857,000.00 20.000 282,000.00 650.000 9,165,000.00 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 0.010 4,000.00 0.874 349,600.00 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 40.0000 140,400.00 71.300 2,852.00 2,053.650 82,146.00 S) 06 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.005 500.00 0.980 98,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.010 6,000.00 0.916 549,600.00 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 27.000 6,075.00 50.000 11,250.00 S) 10 TYPE III BARRICADE EA 340.0000 45,900.00 45.000 15,300.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 71,520.00 169.000 4,056.00 1,043.000 25,032.00 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 823,200.00 170.800 3,586.80 21,572.790 453,028.59 S) 15 TEMPORARY CRASH CUSHION MODULE EA 196.0000 196,000.00 29.000 5,684.00 888.000 174,048.00 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 81.000 1,782.00 4,696.613 103,325.49 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 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,517.000 3,034.00 S) 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 27,600.00 113.700 227.40 9,943.700 19,887.40 S) STRIPE 25 REMOVE TRAFFIC STRIPE M 1.5000 103,800.00 874.770 1,312.16 26,763.450 40,145.18 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 11,988.920 15,585.60 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 16.060 256.96 31.730 507.68 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 11.400 285.00 428.200 10,705.00 36 REMOVE INLET EA 187.0000 31,790.00 6.000 1,122.00 68.000 12,716.00 37 REMOVE MANHOLE EA 540.0000 1,080.00 6.000 3,240.00 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 408,310.00 484.370 64,421.21 PROGRAM CAS145 PAGE 3 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 140,400.00 167.000 6,680.00 2,609.520 104,380.80 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 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 81,465.400 2,851,289.00 PROGRAM CAS145 PAGE 4 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 39,278.000 785,560.00 (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 3,556,723.00 797.000 24,707.00 97,942.000 3,036,202.00 F) 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 STRUCTURE BACKFILL (BRIDGE) M3 64.0000 579,520.00 312.000 19,968.00 6,500.000 416,000.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 1,376,730.00 1,387.000 20,805.00 60,883.500 913,252.50 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 72.0000 677,520.00 100.000 7,200.00 6,240.000 449,280.00 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 16.000 7,296.00 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 22.000 5,390.00 95 CLASS 3 AGGREGATE BASE M3 37.0000 1,258,000.00 252.000 9,324.00 11,944.830 441,958.71 96 LEAN CONCRETE BASE M3 93.0000 1,757,700.00 5,661.500 526,519.50 97 ASPHALT CONCRETE (TYPE B) TONN 103.0000 6,097,600.00 13,629.310 1,403,818.93 17,551.780 1,807,833.34 98 GEOFABRIC WOVEN (TYPE 200 WS) M2 2.0000 5,760.00 0.000 0.00 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 31.0000 124,930.00 858.000 26,598.00 858.000 26,598.00 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 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 130.0000 4,342,000.00 133.960 17,414.80 10,388.440 1,350,497.20 05 CONCRETE PAVEMENT M3 659.0000 230,650.00 54.460 35,889.14 54.460 35,889.14 (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 -414.000 -33,120.00 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 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 2,811.540 168,692.40 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 436,000.00 272.000 272,000.00 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 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 889,000.00 230.000 80,500.00 2,973.500 1,040,725.00 F) 30 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 6,813,750.00 369.100 276,825.00 8,418.940 6,314,205.00 F) PROGRAM CAS145 PAGE 6 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,255,246.00 801.660 185,183.46 31,328.333 7,236,844.92 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 720,500.00 766.260 383,130.00 F) (TYPE N) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 620.0000 435,860.00 246.750 152,985.00 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 21.680 26,016.00 341.240 409,488.00 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 8.110 21,086.00 40 ARCHITECTURAL TREATMENT M2 42.0000 550,200.00 853.000 35,826.00 8,214.850 345,023.70 F) 41 DRILL AND BOND DOWEL M 47.0000 121,730.00 52.850 2,483.95 2,357.170 110,786.99 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 44,200.00 226.500 29,445.00 236.500 30,745.00 45 SOUND WALL (MASONRY BLOCK) M2 150.0000 4,274,100.00 311.000 46,650.00 8,279.000 1,241,850.00 SF) 46 MASONRY BLOCK WALL M2 150.0000 72,000.00 16.740 2,511.00 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 59,758.000 149,395.00 1,788,680.000 4,471,700.00 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 7,039,490.00 25,213.000 63,032.50 2,388,169.411 5,970,423.53 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 4,193.000 24,738.70 49,553.000 292,362.70 SF) 56 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8600 43,344.00 5,400.000 4,644.00 50,400.000 43,344.00 SF) 57 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,338,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.400 329.00 447.600 105,186.00 80 600 MM REINFORCED CONCRETE PIPE M 245.0000 548,800.00 46.700 11,441.50 1,369.500 335,527.50 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 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,459.713 131,469.09 90 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 85.0000 78,200.00 207.100 17,603.50 91 450 MM CONCRETE FLARED END SECTION EA 747.0000 8,964.00 1.000 747.00 3.000 2,241.00 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 48,800.00 155.200 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 34.900 5,339.70 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 1.460 2,190.00 1.460 2,190.00 06 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 542.0000 726,280.00 130.000 70,460.00 181.410 98,324.22 AND DRIVEWAY) 07 MINOR CONCRETE (GUTTER) M 88.0000 122,760.00 200.000 17,600.00 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 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,669.000 10,676.00 13,962.000 55,848.00 SF) 14 MISCELLANEOUS METAL (BRIDGE) KG 5.2000 31,902.00 650.000 3,380.00 4,675.000 24,310.00 SF) 15 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 33,000.00 18.300 915.00 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 40.000 9,600.00 53.150 12,756.00 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 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,683.00 136.000 32,232.00 159.000 37,683.00 F) 43 CONCRETE BARRIER (TYPE 736 SV) M 345.0000 303,600.00 2.800 966.00 926.000 319,470.00 44 CONCRETE BARRIER (TYPE 736A) M 290.0000 652,500.00 210.500 61,045.00 1,800.000 522,000.00 F) 45 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 1,308,000.00 560.000 168,000.00 2,548.000 764,400.00 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 661,800.00 247.000 74,100.00 1,103.000 330,900.00 F) 48 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 30,480.00 40.270 966.48 86.520 2,076.48 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 3,193.600 2,107.78 52,206.620 34,456.37 S) 59 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 30,650.00 55,048.060 27,524.03 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 0.230 23,000.00 S) (CITY STREET LOCATION 1) 64 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.020 3,200.00 0.180 28,800.00 S) (CITY STREET LOCATION 2) 65 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.100 12,000.00 0.270 32,400.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.030 5,700.00 0.210 39,900.00 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 0.350 255,500.00 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 0.640 1,920.00 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 0.040 48,800.00 0.330 402,600.00 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 0.360 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 0.010 3,000.00 0.280 84,000.00 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 0.010 12,000.00 0.530 636,000.00 S) PROGRAM CAS145 PAGE 12 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,716.000 29,239.20 PROGRAM CAS145 PAGE 13 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 07:40 AM ESTIMATE NO. 40 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 10/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,332,304.56 67,393,646.54 ADJUSTMENT OF COMPENSATION -109,034.48 -70,281.83 EXTRA WORK 58,991.41 5,654,987.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,282,261.49 72,978,351.78 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 3,282,261.49 83,558,351.78 MATERIALS ON HAND ON SITE 1,453,723.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -333,230.45 -491,630.45 TOTAL 2,949,031.04 84,520,444.65 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 04/20/09 950 99 0 0 69% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING TIME VENTOCILLA, JOSE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/07