PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/23/08 EST. NO.47 TIME 01:08 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 0898-3 -1,551.52 E.W. @ F.A.(+) 032707 N 2193.2 DAO CORRECTING ENTRY 0898-4 1,551.52 032707 N 2193.2 DAO CORRECTING ENTRY 0901 264.00 032807 N 2150.1 1296 131.15 121207 N 2591.1 1297 131.15 121207 N 2592.1 1298 131.15 121107 N 2594.1 1303 386.08 121707 N 2608.0 1306 115.50 112707 N 2557.1 1404 103.52 021708 N 2794.0 1407 103.52 012908 N 2704.1 1408 81.18 021108 N 2719.1 1411 81.18 020607 N 2725.1 1412 81.18 020408 N 2726.1 1414 81.18 013008 N 2749.1 1415 103.52 021308 N 2797.0 1417 81.18 021408 N 2799.0 1418 81.18 021308 N 2800.0 1419 81.18 021508 N 2801.0 1420 81.18 021408 N 2802.0 1421 81.18 020608 N 2803.0 1422 81.18 020508 N 2804.0 1423 81.18 020508 N 2805.0 1424 81.18 020108 N 2806.0 1425 81.18 013108 N 2807.0 1426 359.75 030308 N 2808.0 1427 177.03 030308 N 2809.0 1428 81.18 022808 N 2810.0 1429 81.18 022808 N 2811.0 1430 201.77 022708 N 2812.0 1431 81.18 022708 N 2813.0 1432 81.18 022608 N 2814.0 1433 81.18 022608 N 2815.0 1434 351.20 022508 N 2816.0 1435 359.54 021508 N 2818.0 1436 359.75 031108 N 2832.0 1437 528.60 031308 N 2833.0 1438 116.99 021908 N 2820.0 1439 347.55 021908 N 2821.0 1440 183.84 022008 N 2822.0 1441 117.01 022908 N 2823.0 1442 223.69 030408 N 2824.0 1443 175.52 030408 N 2825.0 1444 359.75 030408 N 2826.0 1446 359.75 030508 N 2828.0 1447 359.75 030608 N 2829.0 1448 359.75 031008 N 2830.0 1449 237.81 031108 N 2831.0 1450 404.31 030308 N 2834.0 1451 160.28 030408 N 2835.0 1452 160.28 022908 N 2838.0 1454 400.79 011008 N 2840.0 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 04/23/08 EST. NO.47 TIME 01:08 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 --------------------------------------------------------------------------- 1455 74.73 012808 N 2841.0 1456 233.65 031708 N 2842.0 1458 160.28 030508 N 2837.0 1460 159.78 032508 N 2846.0 1461 164.12 032408 N 2847.0 1462 233.65 032408 N 2848.0 1463 360.62 031708 N 2849.0 1464 291.69 031408 N 2850.0 1465 164.12 031908 N 2851.0 1466 164.12 032008 N 2852.0 1467 112.57 021908 N 2855.0 1468 81.18 031708 N 2865.0 1469 81.18 031908 N 2866.0 1470 81.18 032408 N 2867.0 1471 81.18 032508 N 2868.0 1473 81.18 032708 N 2870.0 1474 81.18 031308 N 2863.0 1475 81.18 031408 N 2864.0 1476 81.18 030608 N 2859.0 1477 81.18 031108 N 2860.0 1478 81.18 031208 N 2862.0 1479 110.35 012208 N 2634.1 1481 443.96 033108 N 2871.0 1482 225.14 033108 N 2872.0 1483 292.62 033108 N 2873.0 1484 286.40 040708 N 2874.0 1486 292.62 031008 N 2876.0 1487 160.28 030508 N 2878.0 1488 253.36 040408 N 2879.0 1489 108.44 040108 N 2880.0 1490 161.75 032808 N 2881.0 006 0058 600.00 E.W. @ F.A.(+) 031908 N 2843.0 0059 600.00 032108 N 2844.0 0060 662.50 032108 N 2845.0 011 0173 29.47 E.W. @ F.A.(+) 012608 N 2734.1 0178 17.69 121907 N 2755.1 0179 16.23 121907 N 2756.1 015 0044 272.59 E.W. @ F.A.(+) 013008 N 2796.0 040 0179 716.10 E.W. @ F.A.(+) 012108 N 2613.1 046 0043 287.50 E.W. @ F.A.(+) 022808 N 2853.0 0044 287.50 032108 N 2854.0 066 0001 42,720.20 E.W. @ F.A.(+) 042607 N 2092.0 072 0002 84,745.66 A.C. @ U.P.(+) 103007 N 2268.1 082 0006 -56,380.96 A.C. @ U.P.(-) 041808 N 2514.5 092 0001 3,928.50 E.W. @ L.S.(+) 030108 N 2882 0 93,004.57 TOTAL THIS ESTIMATE 5,722,413.79 TOTAL PREVIOUS ESTIMATE 5,815,418.36 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/23/08 EST. NO.47 TIME 01:08 PM R.E. NAME: VENTOCILLA, JOSE 07-1178U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPP NON-COMPLIANCE -620,465.25 10 SWPP COMPLIANCE 620,465.25 11 COMPACTION DEDUCT -19,200.00 15 LATE OPEN OF CLOSURE -89,000.00 15 COMPACTION TEST DEDU -7,200.00 19 COMPACTION TEST DEDU -9,200.00 22 COMPACTION TEST DEDU -12,000.00 24 SCHEDULE NON-COMPLI -458,322.00 25 COMPACTION TEST DEDU -8,000.00 27 SCHEDULE NON-COMPLIA -607,228.00 27 COMPACTION TEST DEDU -4,000.00 28 DAMAGE TO IRRIGATION -10,000.00 28 SCHEDULE NON-COMPLIA -73,959.00 28 DAMAGE TO IRRIGATION 10,000.00 29 REVIEW OF NEW AC MIX -15,000.00 29 SCHEDULE NON-COMPLIA 1,139,509.00 29 REVIEW OF NEW AC MIX 15,000.00 30 REVIEW OF NEW AC MIX -1,500.00 30 JOINT FILLER MATERIA -7,200.00 39 PCCP FAILURE DEDUCTI -1,100.00 39 UNSAT PROGRESS NATIO -333,230.45 40 UNSAT PROGRESS NATIO 333,230.45 42 TRO SAFETY RETENTION -126,900.00 45 PCCP NO JOINT SEAL -157,236.00 46 TRO SAFETY RELEASE 126,900.00 46 0.00 -315,636.00 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 -315,636.00 PROGRAM CAS145 PAGE 1 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 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 0.100 260.00 0.750 1,950.00 02 TIME-RELATED OVERHEAD WDAY 14,100.0000 10,857,000.00 16.000 225,600.00 740.000 10,434,000.00 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 0.005 2,000.00 0.929 371,600.00 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 40.0000 140,400.00 2,053.650 82,146.00 S) 06 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.995 99,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.005 3,000.00 0.946 567,600.00 S) 08 FLASHING ARROW SIGN EA 2,500.0000 25,000.00 4.000 10,000.00 6.000 15,000.00 S) 09 TYPE II BARRICADE EA 225.0000 72,000.00 9.000 2,025.00 69.000 15,525.00 S) 10 TYPE III BARRICADE EA 340.0000 45,900.00 65.000 22,100.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 71,520.00 148.000 3,552.00 1,596.000 38,304.00 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 23,921.290 502,347.09 S) 15 TEMPORARY CRASH CUSHION MODULE EA 196.0000 196,000.00 3.000 588.00 973.000 190,708.00 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 4,696.613 103,325.49 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 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,060.00 981.000 1,962.00 3,024.000 6,048.00 S) 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 27,600.00 11,325.660 22,651.32 S) STRIPE 25 REMOVE TRAFFIC STRIPE M 1.5000 103,800.00 760.000 1,140.00 31,312.490 46,968.74 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 560.00 58.710 939.36 101.930 1,630.88 S) 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 49,790.00 12,816.700 16,661.71 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 2,560.00 102.560 1,640.96 S) 30 REMOVE ROADSIDE SIGN EA 150.0000 31,500.00 100.000 15,000.00 31 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 18.000 1,800.00 (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 95.400 2,385.00 726.200 18,155.00 36 REMOVE INLET EA 187.0000 31,790.00 18.000 3,366.00 116.000 21,692.00 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 1,341.000 16,092.00 8,181.810 98,181.72 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 408,310.00 486.370 64,687.21 PROGRAM CAS145 PAGE 3 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 52.000 2,080.00 2,846.880 113,875.20 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 1.000 28,000.00 70 JACKING SUPERSTRUCTURE, LOCATION D LS 13,500.0000 13,500.00 1.000 13,500.00 71 JACKING SUPERSTRUCTURE, LOCATION A LS 13,500.0000 13,500.00 0.000 0.00 72 JACKING SUPERSTRUCTURE, LOCATION B LS 13,500.0000 13,500.00 1.000 13,500.00 73 JACKING SUPERSTRUCTURE, LOCATION C LS 13,500.0000 13,500.00 1.000 13,500.00 74 CLEARING AND GRUBBING LS 456,000.0000 456,000.00 0.985 449,160.00 75 DECOMPOSED GRANITE M3 134.0000 14,740.00 0.000 0.00 76 ROADWAY EXCAVATION M3 35.0000 3,048,850.00 93,999.400 3,289,979.00 PROGRAM CAS145 PAGE 4 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 758,000.00 43,484.000 869,680.00 (AERIALLY DEPOSITED LEAD) 78 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 79 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 1,057,200.00 9,784.000 1,174,080.00 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 31.0000 3,556,723.00 546.000 16,926.00 104,450.000 3,237,950.00 F) 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 STRUCTURE BACKFILL (BRIDGE) M3 64.0000 579,520.00 236.000 15,104.00 8,620.000 551,680.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 1,376,730.00 2,361.000 35,415.00 71,162.500 1,067,437.50 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 72.0000 677,520.00 649.000 46,728.00 7,535.000 542,520.00 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 0.120 4,920.00 0.120 4,920.00 S) 89 IRRIGATION SYSTEM LS 740,000.0000 740,000.00 0.014 10,360.00 0.194 143,560.00 S) 90 WATER METER EA 3,300.0000 19,800.00 8.000 26,400.00 15.000 49,500.00 91 200 MM CORRUGATED HIGH DENSITY M 174.0000 22,620.00 19.000 3,306.00 554.000 96,396.00 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 51.000 12,495.00 95 CLASS 3 AGGREGATE BASE M3 37.0000 1,258,000.00 837.000 30,969.00 21,731.830 804,077.71 96 LEAN CONCRETE BASE M3 93.0000 1,757,700.00 459.000 42,687.00 7,668.050 713,128.65 97 ASPHALT CONCRETE (TYPE B) TONN 103.0000 6,097,600.00 7,047.620 725,904.86 30,631.080 3,155,001.24 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 4,469.590 138,557.29 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 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 130.0000 4,342,000.00 536.700 69,771.00 12,631.810 1,642,135.30 05 CONCRETE PAVEMENT M3 659.0000 230,650.00 350.570 231,025.63 (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 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 9,793.840 1,762,891.20 (ALTERNATIVE W) 15 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,000.0000 776,000.00 787.000 787,000.00 S) 16 FURNISH PILING (CLASS 625) M 50.0000 12,000.00 230.000 11,500.00 17 DRIVE PILE (CLASS 625) EA 1,000.0000 37,000.00 37.000 37,000.00 S) 18 FURNISH PILING (CLASS 625C) M 50.0000 257,950.00 4,591.488 229,574.40 (ALTERNATIVE X) 19 DRIVE PILE (CLASS 625C) EA 1,000.0000 519,000.00 477.000 477,000.00 S) (ALTERNATIVE X) 20 FURNISH PILING (CLASS 400C) M 60.0000 168,900.00 2,811.540 168,692.40 21 FURNISH PILING (CLASS 400 C) M 50.0000 176,350.00 3,568.500 178,425.00 (ALTERNATIVE X) 22 DRIVE PILE (CLASS 400C) EA 1,000.0000 436,000.00 272.000 272,000.00 S) 23 DRIVE PILE (CLASS 400 C) EA 1,000.0000 350,000.00 392.000 392,000.00 S) (ALTERNATIVE X) 24 FURNISH PILING (CLASS 400) M 50.0000 13,000.00 262.300 13,115.00 25 DRIVE PILE (CLASS 400) EA 1,000.0000 34,000.00 34.000 34,000.00 S) 26 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 174.0000 45,240.00 0.000 0.00 S) PILING 27 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 1.000 320,000.00 S) 28 TIEDOWN ANCHOR EA 3,200.0000 393,600.00 91.000 291,200.00 S) 29 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 889,000.00 2,973.500 1,040,725.00 F) 30 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 6,813,750.00 19.060 14,295.00 9,062.530 6,796,897.50 F) PROGRAM CAS145 PAGE 6 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,255,246.00 185.000 42,735.00 35,433.303 8,185,092.99 F) 32 STRUCTURAL CONCRETE, BARRIER SLAB M3 748.0000 144,364.00 193.000 144,364.00 F) 33 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 31,200.00 22.000 17,600.00 F) (TYPE EQ) 34 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 720,500.00 352.000 176,000.00 1,151.310 575,655.00 F) (TYPE N) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 620.0000 435,860.00 58.000 35,960.00 345.500 214,210.00 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 10.430 12,516.00 453.690 544,428.00 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 2.000 5,200.00 15.010 39,026.00 40 ARCHITECTURAL TREATMENT M2 42.0000 550,200.00 103.000 4,326.00 8,860.850 372,155.70 F) 41 DRILL AND BOND DOWEL M 47.0000 121,730.00 2,411.245 113,328.52 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 216,000.00 24.000 216,000.00 S) GIRDER (20 M - 25 M) 43 ERECT PRECAST CONCRETE GIRDER EA 1,710.0000 41,040.00 24.000 41,040.00 S) 44 REFINISH BRIDGE DECK M2 130.0000 44,200.00 51.000 6,630.00 344.500 44,785.00 45 SOUND WALL (MASONRY BLOCK) M2 150.0000 4,274,100.00 2,719.000 407,850.00 16,432.800 2,464,920.00 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 1,846,270.000 4,615,675.00 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 7,039,490.00 17,576.000 43,940.00 2,465,704.056 6,164,260.14 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 49,553.000 292,362.70 SF) 56 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8600 43,344.00 50,400.000 43,344.00 SF) 57 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,338,000.00 10,207.000 61,242.00 69,533.000 417,198.00 F) PROGRAM CAS145 PAGE 7 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,207.000 15,310.50 69,533.000 104,299.50 SF) 59 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 39,600.00 23.700 28,440.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 137,200.00 5.700 7,980.00 31.600 44,240.00 S) CONCRETE PILE (SIGN FOUNDATION) 61 1000 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 13,500.00 8.500 12,750.00 S) PILE (SIGN FOUNDATION) 62 1370 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 108,000.00 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 0.600 531.00 0.600 531.00 79 450 MM REINFORCED CONCRETE PIPE M 235.0000 185,650.00 40.800 9,588.00 603.700 141,869.50 80 600 MM REINFORCED CONCRETE PIPE M 245.0000 548,800.00 60.000 14,700.00 1,797.900 440,485.50 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 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 73.900 28,082.00 (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 371,260.00 509.300 19,353.40 5,037.313 191,417.89 90 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 85.0000 78,200.00 161.600 13,736.00 437.600 37,196.00 91 450 MM CONCRETE FLARED END SECTION EA 747.0000 8,964.00 6.000 4,482.00 92 600 MM CONCRETE FLARED END SECTION EA 757.0000 757.00 0.000 0.00 93 900 MM PRECAST CONCRETE PIPE MANHOLE M 793.0000 3,965.00 4.500 3,568.50 94 200 MM CLAY SEWER PIPE M 305.0000 48,800.00 155.200 47,336.00 S) 95 150 MM SEWER PIPE (LATERAL) M 252.0000 15,876.00 99.000 24,948.00 96 200 MM POLYVINYL CHLORIDE SEWER PIPE M 174.0000 27,840.00 175.900 30,606.60 97 SEWER MANHOLE FRAME AND COVER EA 350.0000 3,150.00 10.000 3,500.00 S) 98 CONCRETE SEWER MANHOLE EA 2,900.0000 26,100.00 10.000 29,000.00 S) 99 MINOR CONCRETE (PIPE ENCASEMENT) M3 472.0000 14,632.00 1.500 708.00 00 MINOR CONCRETE (BACKFILL) M3 153.0000 5,814.00 1.520 232.56 55.380 8,473.14 01 ROCK SLOPE PROTECTION M3 191.0000 573.00 1.460 278.86 (FACING, METHOD B) 02 MINOR CONCRETE (DITCH LINING) M3 150.0000 4,950.00 12.300 1,845.00 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 6.200 111.60 05 MINOR CONCRETE (GUTTER DEPRESSION) M3 1,500.0000 30,000.00 8.230 12,345.00 06 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 542.0000 726,280.00 16.870 9,143.54 423.374 229,468.71 AND DRIVEWAY) 07 MINOR CONCRETE (GUTTER) M 88.0000 122,760.00 417.000 36,696.00 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 47.000 21,385.00 PROGRAM CAS145 PAGE 9 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,092.000 92,368.00 SF) 14 MISCELLANEOUS METAL (BRIDGE) KG 5.2000 31,902.00 4,675.000 24,310.00 SF) 15 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 33,000.00 57.900 2,895.00 76.200 3,810.00 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 5.000 6,000.00 5.000 6,000.00 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 45.700 6,855.00 385.440 57,816.00 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 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 39,050.00 396.000 19,800.00 496.000 24,800.00 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 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,900.00 146.000 21,900.00 F) 41 CONCRETE BARRIER (TYPE 732) M 250.0000 2,750.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 736) M 237.0000 37,683.00 159.000 37,683.00 F) 43 CONCRETE BARRIER (TYPE 736 SV) M 345.0000 303,600.00 74.000 25,530.00 1,040.000 358,800.00 44 CONCRETE BARRIER (TYPE 736A) M 290.0000 652,500.00 1,800.000 522,000.00 F) 45 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 1,308,000.00 191.000 57,300.00 3,106.000 931,800.00 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 73.000 21,900.00 1,345.000 403,500.00 F) 48 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 30,480.00 171.860 4,124.64 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 3,193.540 2,107.74 65,380.520 43,151.14 S) 59 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 30,650.00 55,476.060 27,738.03 S) (BROKEN 10.98 M - 3.66 M) 60 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 1,445.00 251.000 125.50 2,033.000 1,016.50 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 8,400.000 25,200.00 S) 63 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.020 2,000.00 0.250 25,000.00 S) (CITY STREET LOCATION 1) 64 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.190 30,400.00 0.570 91,200.00 S) (CITY STREET LOCATION 2) 65 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.030 3,600.00 0.430 51,600.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.470 89,300.00 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 0.060 43,800.00 0.600 438,000.00 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 0.140 420.00 0.440 1,320.00 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 0.030 900.00 0.030 900.00 S) 78 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 1220,000.0000 1,220,000.00 0.020 24,400.00 0.390 475,800.00 S) 79 RELOCATE TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.110 4,400.00 0.110 4,400.00 S) (TMS) 2YYY (KP 45.9) 80 MODIFY COUNT STATION 2426 (KP 47.5) LS 50,000.0000 50,000.00 0.060 3,000.00 0.090 4,500.00 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 0.280 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 1.000 10,000.00 1.000 10,000.00 S) 91 MODIFY SIGNAL AND LIGHTING LS 780,000.0000 780,000.00 0.070 54,600.00 0.280 218,400.00 S) 92 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1200,000.0000 1,200,000.00 0.040 48,000.00 0.640 768,000.00 S) PROGRAM CAS145 PAGE 12 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,097.000 37,801.40 PROGRAM CAS145 PAGE 13 DATE 04/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 01:08 PM ESTIMATE NO. 47 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 04/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,609,686.46 78,907,282.49 ADJUSTMENT OF COMPENSATION 28,364.70 -90,170.57 EXTRA WORK 64,639.87 5,905,588.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,702,691.03 84,722,700.85 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 2,702,691.03 95,302,700.85 MATERIALS ON HAND ON SITE 1,228,751.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -315,636.00 TOTAL 2,702,691.03 96,215,816.75 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 06/04/09 740 131 0 0 79% 96% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING TIME VENTOCILLA, JOSE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/08