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 04/25/08 EST. NO.24 TIME 07:34 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- 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 0252-1 -605.86 E.W. @ F.A.(+) 051007 Y 0747.0 DAO CORRECTING ENTRY 0253-1 -116.21 052407 Y 0797.0 DAO CORRECTING ENTRY 0254-1 -141.97 052407 Y 0797.5 DAO CORRECTING ENTRY 0255-1 -75.49 052907 Y 0798.0 DAO CORRECTING ENTRY 0257-1 -200.29 051107 Y 0749.0 DAO CORRECTING ENTRY 0258-1 -1,551.04 051007 Y 0753.0 DAO CORRECTING ENTRY 0259-1 -122.28 051307 Y 0755.0 DAO CORRECTING ENTRY 0260-1 -130.73 051407 Y 0757.0 DAO CORRECTING ENTRY 0261-1 -130.73 051507 Y 0765.0 DAO CORRECTING ENTRY 0262-1 -128.94 051607 Y 0768.0 DAO CORRECTING ENTRY 0263-1 -162.06 051507 Y 0771.0 DAO CORRECTING ENTRY 0264-1 -281.18 051807 Y 0776.0 DAO CORRECTING ENTRY 0266-1 -116.21 052107 Y 0780.0 DAO CORRECTING ENTRY 0269-1 -209.48 052207 Y 0784.0 DAO CORRECTING ENTRY 0272-1 -402.52 052307 Y 0791.0 DAO CORRECTING ENTRY 0273-1 -1,471.77 052407 Y 0792.0 DAO CORRECTING ENTRY 0277-1 -116.21 053007 Y 0819.0 DAO CORRECTING ENTRY 0278-1 -85.43 053107 Y 0825.0 DAO CORRECTING ENTRY 0279-1 -412.15 053107 Y 0826.0 DAO CORRECTING ENTRY 0280-1 -116.21 060307 Y 0834.0 DAO CORRECTING ENTRY 0281-1 -75.94 060507 Y 0840.0 DAO CORRECTING ENTRY 0282-1 -116.21 060607 Y 0843.0 DAO CORRECTING ENTRY 0284-1 -156.61 061007 Y 0857.0 DAO CORRECTING ENTRY 0285-1 -232.41 061107 Y 0858.0 DAO CORRECTING ENTRY 0286-1 -317.59 053107 Y 0862.0 DAO CORRECTING ENTRY 0287-1 -266.10 053107 Y 0863.0 DAO CORRECTING ENTRY 0288-1 -75.94 061207 Y 0869.0 DAO CORRECTING ENTRY 0289-1 -484.17 061307 Y 0871.0 DAO CORRECTING ENTRY 0290-1 -590.92 061407 Y 0876.0 DAO CORRECTING ENTRY 0291-1 -116.21 061307 Y 0878.0 DAO CORRECTING ENTRY 0292-1 -116.21 061407 Y 0879.0 DAO CORRECTING ENTRY 0293-1 -75.94 061707 Y 0883.0 DAO CORRECTING ENTRY 0295-1 -37.97 061807 Y 0887.0 DAO CORRECTING ENTRY 0296-1 -530.06 061807 Y 0888.0 DAO CORRECTING ENTRY 0297-1 -482.19 061907 Y 0892.0 DAO CORRECTING ENTRY 0298-1 -56.96 062407 Y 0896.0 DAO CORRECTING ENTRY 0299-1 -88.46 062507 Y 0897.0 DAO CORRECTING ENTRY 0301-1 -417.17 062707 Y 0902.0 DAO CORRECTING ENTRY 0302-1 -122.63 062707 Y 0903.0 DAO CORRECTING ENTRY 0303-1 -100.29 062807 Y 0904.0 DAO CORRECTING ENTRY 0304-1 -390.74 062807 Y 0909.0 DAO CORRECTING ENTRY 0305-1 -147.65 062907 Y 0912.0 DAO CORRECTING ENTRY 0306-1 -305.70 051807 Y 0778.1 DAO CORRECTING ENTRY 0307-1 -301.02 051807 Y 0778.5 DAO CORRECTING ENTRY 0308-1 -224.07 070207 Y 0914.5 DAO CORRECTING ENTRY 0310-1 -182.02 070507 Y 0929.0 DAO CORRECTING ENTRY 0311-1 -735.80 070507 Y 0930.0 DAO CORRECTING ENTRY 0312-1 -140.02 070807 Y 0933.0 DAO CORRECTING ENTRY 0313-1 -439.38 071007 Y 0937.0 DAO CORRECTING ENTRY 0314-1 -79.15 071107 Y 0938.0 DAO CORRECTING ENTRY 0315-1 -250.03 071807 Y 0942.0 DAO CORRECTING ENTRY 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 04/25/08 EST. NO.24 TIME 07:34 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0317-1 -79.15 071907 Y 0946.0 DAO CORRECTING ENTRY 0319-1 -374.17 072107 Y 0950.0 DAO CORRECTING ENTRY 0323-1 -98.93 072307 Y 0958.0 DAO CORRECTING ENTRY 0325-1 -261.16 072407 Y 0960.0 DAO CORRECTING ENTRY 0354-1 -174.31 062707 Y 0901.1 DAO CORRECTING ENTRY 0528 61.71 010807 Y 0413.5 0531 127.44 011507 Y 0442.5 0532 312.41 011507 Y 0443.5 0533 61.71 011607 Y 0444.5 0538 46.28 011907 Y 0456.5 0540 46.28 012407 Y 0462.5 0543 61.71 012507 Y 0473.5 0548 46.28 013107 Y 0482.5 0549 46.28 013007 Y 0483.5 0550 54.00 020707 Y 0487.5 0551 54.00 020507 Y 0488.5 0553 1,406.25 020207 Y 0494.5 0554 74.07 020207 Y 0495.5 0555 61.71 020107 Y 0497.5 0561 46.28 021507 Y 0515.5 0571 61.71 011707 Y 0557.5 0575 266.50 011608 Y 1335.0 0576 1,744.36 020908 Y 1377.0 0577 106.81 012908 Y 1381.0 0578 59.04 020508 Y 1384.0 0579 85.45 013108 Y 1389.0 0580 151.22 021208 Y 1420.0 0581 300.52 021408 Y 1421.0 0582 89.10 021508 Y 1422.0 0583 265.06 021108 Y 1423.0 0584 1,220.81 021408 Y 1425.0 0585 561.46 021408 Y 1426.0 0586 1,217.19 021508 Y 1427.0 0587 437.46 021408 Y 1428.0 0588 269.30 021208 Y 1435.0 0590 384.35 021808 Y 1482.0 0593 420.60 031308 Y 1522.0 0595 314.76 031108 Y 1524.0 0596 148.19 112907 Y 1206.0 0597 283.02 020708 Y 1378.0 0598 542.57 020508 Y 1379.0 0599 214.56 020608 Y 1380.0 0600 692.04 021408 Y 1424.0 0601 464.11 030508 Y 1449.0 0602 254.81 030508 Y 1450.0 0603 237.00 022808 Y 1451.0 0604 494.08 022808 Y 1452.0 0605 194.82 030308 Y 1455.0 0606 455.67 030308 Y 1456.0 0609 512.56 030408 Y 1470.0 0610 612.84 022508 Y 1473.0 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 04/25/08 EST. NO.24 TIME 07:34 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0611 455.67 022508 Y 1474.0 0612 361.22 022708 Y 1475.0 0613 581.02 022708 Y 1476.0 0614 384.35 022608 Y 1477.0 0615 1,352.31 021908 Y 1483.0 0616 499.40 022008 Y 1488.0 0617 131.97 022208 Y 1493.0 0618 449.12 031008 Y 1516.0 0619 277.24 031008 Y 1517.0 0620 550.98 030708 Y 1508.0 002 0001-1 -1,430.97 E.W. @ F.A.(+) 100606 Y 0171.0 DAO CORRECTING ENTRY 0035-1 -360.40 051407 Y 0756.0 DAO CORRECTING ENTRY 0042 980.68 010208 Y 1444.0 0044 477.44 030308 Y 1454.0 0045 518.48 110507 Y 1496.0 0046 262.07 112007 Y 1497.0 007 0001-1 -468.49 E.W. @ F.A.(+) 071206 N 13.1 0 DAO CORRECTING ENTRY 0002-1 -297.50 092006 Y 0118.0 DAO CORRECTING ENTRY 0003-1 -483.77 091806 Y 0117.0 DAO CORRECTING ENTRY 0004-1 -2,315.97 111706 Y 0263.0 DAO CORRECTING ENTRY 0005-1 -725.57 071306 N 0285.0 DAO CORRECTING ENTRY 0006-1 -1,292.72 112006 N 264.10 DAO CORRECTING ENTRY 0007-1 -499.39 112106 N 261.10 DAO CORRECTING ENTRY 0008-1 -293.31 120706 Y 0341.0 DAO CORRECTING ENTRY 0009-1 -116.03 120706 Y 0342.0 DAO CORRECTING ENTRY 0012-1 -728.98 020207 Y 0492.0 DAO CORRECTING ENTRY 0013-1 -214.07 020107 Y 0498.0 DAO CORRECTING ENTRY 0014-1 -398.07 032207 Y 0595.0 DAO CORRECTING ENTRY 0015-1 -351.37 032807 Y 0626.0 DAO CORRECTING ENTRY 0016-1 -529.14 040507 Y 0646.0 DAO CORRECTING ENTRY 0022-1 -1,003.50 041307 Y 0676.0 DAO CORRECTING ENTRY 0023-1 -360.33 041807 Y 0687.0 DAO CORRECTING ENTRY 0024-1 -332.41 051007 Y 0741.0 DAO CORRECTING ENTRY 0026-1 -568.67 051407 Y 0760.0 DAO CORRECTING ENTRY 0027-1 -1,002.39 051507 Y 0761.0 DAO CORRECTING ENTRY 0028-1 -348.62 051507 Y 0766.0 DAO CORRECTING ENTRY 0029-1 -237.31 051607 Y 0770.0 DAO CORRECTING ENTRY 0032-1 -824.28 031907 N 0810.0 DAO CORRECTING ENTRY 0035-1 -61.15 051807 Y 0861.0 DAO CORRECTING ENTRY 0036-1 -232.55 061907 Y 0890.0 DAO CORRECTING ENTRY 0037-1 -236.95 070807 Y 0934.0 DAO CORRECTING ENTRY 0038-1 -184.07 071207 Y 0939.0 DAO CORRECTING ENTRY 0039-1 -115.78 071807 Y 0941.0 DAO CORRECTING ENTRY 0041-1 -343.36 072307 Y 0955.0 DAO CORRECTING ENTRY 0042-1 -76.21 072307 Y 0957.0 DAO CORRECTING ENTRY 0059 655.86 011708 Y 1341.0 0060 190.43 021308 Y 1430.0 0061 607.53 021808 Y 1481.0 0062 292.83 031708 Y 1525.0 0063 1,248.70 031708 Y 1533.0 0065 971.71 030408 Y 1458.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/25/08 EST. NO.24 TIME 07:34 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0067 212.21 022808 Y 1472.0 0068 824.28 031907 N 0810.5 009 0003 1,542.58 E.W. @ F.A.(+) 070207 N 0925.6 012 0007 348.38 E.W. @ F.A.(+) 030408 Y 1515.0 022 0030-1 -469.61 E.W. @ F.A.(+) 090506 Y 0103.0 DAO CORRECTING ENTRY 0031-1 -649.16 090606 Y 0104.0 DAO CORRECTING ENTRY 023 0005-1 -832.56 E.W. @ F.A.(+) 090506 N 0094.0 DAO CORRECTING ENTRY 0006-1 -1,610.66 090606 Y 0096.0 DAO CORRECTING ENTRY 0007-1 -2,342.96 092906 Y 0120.0 DAO CORRECTING ENTRY 0019-1 -276.47 100206 Y 0166.0 DAO CORRECTING ENTRY 0042-1 -227.76 082406 N 61.0 0 DAO CORRECTING ENTRY 0043-1 -396.69 083106 N 60.0 0 DAO CORRECTING ENTRY 057 0031 50.56 E.W. @ F.A.(+) 042007 Y 0675.1 079 0002 811.52 E.W. @ F.A.(+) 030708 Y 1530.0 097 0001 580.18 E.W. @ F.A.(+) 120507 Y 1308.0 0002 2,290.32 030508 Y 1512.0 099 0003 1,925.50 E.W. @ F.A.(+) 011408 Y 1442.0 0004 2,244.01 011108 Y 1443.0 0005 1,350.08 122607 Y 1235.0 537.77 TOTAL THIS ESTIMATE 2,515,517.14 TOTAL PREVIOUS ESTIMATE 2,516,054.91 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 04/25/08 EST. NO.24 TIME 07:34 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING OF CLOS -16,000.00 07 0.00 -16,000.00 LABOR COMPLIANCE VIOLATION MISPAYROLL 5/06&7/06 -10,000.00 04 RET MISPAYROLL5/06& 10,000.00 07 DELINQUENT PAYROLLS -10,000.00 12 DELINQUENT PAYROLLS -10,000.00 14 DELINQUENT PAYROLL -10,000.00 19 DELINQUENT PAYROLLS -10,000.00 21 DEL FED APPR AGRMNT -10,000.00 22 DELINQ PAYROLL RCDS -10,000.00 24 -10,000.00 -60,000.00 TOTAL DEDUCTIONS -10,000.00 -76,000.00 PROGRAM CAS145 PAGE 1 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 LOCATION PROGRESS ESTIMATE 12-ORA-5-42.1/44.4 ----------------- F C I CONSTRUCTORS/BALFOUR IN ORANGE AND LOS ANGELES COUNTIES BEATTY A JOINT VENTURE IN BUENA PARK AND LA MIRADA FROM 2585 BUISNESS PARK DRIVE ORANGETHORPE AVENUE OVERCROSSING TO VISTA, CA 92081-8831 0.5 KM NORTH OF ARTESIA AVENUE UNDERCROSSING FED. AID NO. ACNH-005 -2(932)114,I-005 -2(932)N RECONSTRUCT AND WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.500 7,500.00 02 TIME-RELATED OVERHEAD WDAY 13,800.0000 21,114,000.00 31.000 427,800.00 711.000 9,811,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 49,750.00 110.000 2,750.00 3,232.000 80,800.00 S) 04 TEMPORARY SUPPORT LS 120,000.0000 120,000.00 1.000 120,000.00 05 TEMPORARY CONCRETE (BACKFILL) M3 200.0000 56,000.00 327.210 65,442.00 06 450 MM TEMPORARY CULVERT M 750.0000 172,500.00 12.200 9,150.00 60.360 45,270.00 07 600 MM TEMPORARY CULVERT M 710.0000 355,000.00 207.050 147,005.50 08 900 MM TEMPORARY CULVERT M 1,700.0000 39,100.00 0.000 0.00 09 1050 MM TEMPORARY CULVERT M 1,100.0000 26,400.00 0.000 0.00 10 1200 MM TEMPORARY CULVERT M 650.0000 240,500.00 638.550 415,057.50 11 1500 MM TEMPORARY CULVERT M 2,600.0000 9,360.00 3.600 9,360.00 12 450 MM TEMPORARY SLOTTED CORRUGATED M 490.0000 176,400.00 348.900 170,961.00 STEEL PIPE 13 600 MM TEMPORARY JACKED CULVERT M 2,500.0000 47,500.00 0.000 0.00 14 1050 MM TEMPORARY SLOTTED CORRUGATED M 1,230.0000 35,670.00 0.000 0.00 STEEL PIPE 15 TEMPORARY PIPE INLET EA 1,200.0000 112,800.00 10.000 12,000.00 16 TEMPORARY BOX INLET M3 1,000.0000 61,000.00 4.420 4,420.00 71.400 71,400.00 17 900 MM TEMPORARY PRECAST CONCRETE M 3,200.0000 9,280.00 0.000 0.00 MANHOLE 18 TEMPORARY 450 MM DUCTILE IRON PIPE LS 640,000.0000 640,000.00 1.000 640,000.00 (CLASS 350) 19 PREPARE STORM WATER POLLUTION LS 11,250.0000 11,250.00 0.750 8,437.50 PREVENTION PLAN 20 WATER POLLUTION CONTROL LS 1000,000.0000 1,000,000.00 0.020 20,000.00 0.440 440,000.00 21 TEMPORARY FIBER ROLL M 19.0000 109,250.00 534.000 10,146.00 3,023.000 57,437.00 22 TEMPORARY CONCRETE WASHOUT FACILITY EA 53,000.0000 212,000.00 13.000 689,000.00 PROGRAM CAS145 PAGE 2 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CONSTRUCTION ENTRANCE EA 17,000.0000 34,000.00 11.000 187,000.00 24 CONSTRUCTION AREA SIGNS LS 450,000.0000 450,000.00 0.013 5,850.00 0.663 298,350.00 S) 25 TRAFFIC CONTROL SYSTEM LS 1200,000.0000 1,200,000.00 0.015 18,000.00 0.828 993,600.00 S) 26 TYPE II BARRICADE EA 30.0000 3,600.00 105.000 3,150.00 S) 27 TYPE III BARRICADE EA 70.0000 10,500.00 128.000 8,960.00 S) 28 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 32,800.00 131.700 5,268.00 364.130 14,565.20 S) 29 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 118,000.00 10,214.000 10,214.00 60,000.700 60,000.70 S) 30 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 52,800.00 392.000 11,760.00 2,357.000 70,710.00 S) 31 PORTABLE DELINEATOR EA 20.0000 19,800.00 48.000 960.00 S) 32 FLASHING ARROW SIGN EA 1,600.0000 25,600.00 12.000 19,200.00 12.000 19,200.00 S) 33 TEMPORARY PAVEMENT MARKER EA 4.0000 119,600.00 2,472.000 9,888.00 14,216.000 56,864.00 S) 34 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 10,800.00 1.000 1,200.00 6.000 7,200.00 35 PORTABLE CHANGEABLE MESSAGE SIGN LS 270,000.0000 270,000.00 0.020 5,400.00 0.460 124,200.00 S) 36 TEMPORARY RAILING (TYPE K) M 30.0000 1,521,000.00 2,371.400 71,142.00 23,134.512 694,035.36 37 TEMPORARY CRASH CUSHION MODULE EA 165.0000 189,750.00 47.000 7,755.00 838.000 138,270.00 S) 38 TEMPORARY TRAFFIC SCREEN M 20.0000 288,000.00 475.400 9,508.00 3,957.400 79,148.00 39 ABANDON CULVERT M 61.0000 20,130.00 97.900 5,971.90 40 ABANDON SEWER M 135.0000 72,900.00 540.000 72,900.00 S) 41 ABANDON SEWER MANHOLE EA 3,500.0000 3,500.00 1.000 3,500.00 S) 42 REMOVE CHAIN LINK FENCE M 10.0000 48,900.00 4,000.900 40,009.00 S) 43 REMOVE PEDESTRIAN BARRICADE AND SIGNS EA 200.0000 1,600.00 8.000 1,600.00 44 REMOVE METAL BEAM GUARD RAILING M 45.0000 63,000.00 555.000 24,975.00 S) 45 REMOVE DOUBLE METAL BEAM BARRIER M 55.0000 79,750.00 661.000 36,355.00 S) 46 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 46,200.00 3,262.000 9,786.00 14,139.400 42,418.20 47 REMOVE TRAFFIC STRIPE M 2.0000 66,200.00 1,002.600 2,005.20 14,206.400 28,412.80 48 REMOVE PAVEMENT MARKING M2 26.0000 30,160.00 22.300 579.80 218.380 5,677.88 S) 49 REMOVE PAVEMENT MARKER EA 1.0000 7,570.00 710.000 710.00 6,189.000 6,189.00 S) PROGRAM CAS145 PAGE 3 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE ROADSIDE SIGN EA 200.0000 44,000.00 53.000 10,600.00 53.000 10,600.00 51 REMOVE SIGN STRUCTURE EA 5,000.0000 95,000.00 2.000 10,000.00 9.000 45,000.00 S) 52 REMOVE CULVERT M 80.0000 368,800.00 13.400 1,072.00 1,419.770 113,581.60 53 REMOVE INLET EA 360.0000 43,200.00 4.000 1,440.00 23.000 8,280.00 54 REMOVE HEADWALL EA 800.0000 15,200.00 4.000 3,200.00 55 REMOVE SEWER MANHOLE EA 2,900.0000 8,700.00 2.000 5,800.00 S) 56 REMOVE MANHOLE EA 900.0000 9,000.00 2.000 1,800.00 57 REMOVE CATCH BASIN EA 2,000.0000 16,000.00 5.000 10,000.00 58 REMOVE RETAINING WALL M2 60.0000 171,000.00 1,349.000 80,940.00 59 REMOVE MASONRY BLOCK WALL M2 65.0000 13,650.00 203.000 13,195.00 S) 60 REMOVE CONCRETE PAVEMENT M2 8.0000 726,400.00 4,792.000 38,336.00 9,367.675 74,941.40 61 RELOCATE ROADSIDE SIGN EA 350.0000 3,500.00 6.000 2,100.00 6.000 2,100.00 62 ADJUST INLET EA 2,300.0000 9,200.00 3.000 6,900.00 63 ADJUST UTILITY COVER TO GRADE EA 2,600.0000 5,200.00 0.000 0.00 64 ADJUST SEWER MANHOLE EA 4,600.0000 36,800.00 10.000 46,000.00 S) 65 MODIFY SEWER MANHOLE EA 10,000.0000 10,000.00 1.000 10,000.00 S) 66 MODIFY MANSONRY BLOCK WALL M2 1,500.0000 1,500.00 0.000 0.00 SF) 67 525 MM PLASTIC PIPE-LINER M 700.0000 119,000.00 174.660 122,262.00 68 675 MM PLASTIC PIPE-LINER M 860.0000 86,000.00 0.000 0.00 69 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 9,230.00 0.000 0.00 S) 70 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 28.0000 173,600.00 5,266.590 147,464.52 71 REMOVE CONCRETE CROSS GUTTER M2 33.0000 26,070.00 533.610 17,609.13 72 REMOVE CONCRETE CURB M 9.0000 97,200.00 7,615.490 68,539.41 73 REMOVE CONCRETE CHANNEL LINING M3 130.0000 14,170.00 93.000 12,090.00 74 REMOVE CONCRETE (CHANNEL) M3 100.0000 32,000.00 351.000 35,100.00 75 REMOVE CONCRETE BARRIER M 40.0000 102,400.00 1,362.000 54,480.00 76 REMOVE CONCRETE ISLAND M2 60.0000 46,200.00 148.570 8,914.20 PROGRAM CAS145 PAGE 4 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 24,580.00 287.000 5,740.00 78 REMOVE CONCRETE (MISCELLANEOUS) M3 240.0000 22,080.00 186.750 44,820.00 79 REMOVE SOUND WALL M2 45.0000 29,250.00 650.000 29,250.00 80 CAP INLET EA 1,000.0000 16,000.00 22.000 22,000.00 81 CAP MANHOLE EA 1,000.0000 3,000.00 5.000 5,000.00 82 CAP SEWER MANHOLE EA 1,000.0000 1,000.00 0.000 0.00 S) 83 REMOVE BOX CULVERT M3 160.0000 9,280.00 0.000 0.00 84 REMOVE AND REPLACE CONCRETE BOX M3 5,000.0000 5,000.00 0.000 0.00 CULVERT (PORTION) 85 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 1,500.00 0.000 0.00 86 BRIDGE REMOVAL, LOCATION A LS 72,800.0000 72,800.00 0.500 36,400.00 87 BRIDGE REMOVAL, LOCATION B LS 3,640.0000 3,640.00 1.000 3,640.00 88 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 1.000 200,000.00 89 BRIDGE REMOVAL, LOCATION D LS 300,000.0000 300,000.00 0.000 0.00 90 BRIDGE REMOVAL, LOCATION E LS 116,500.0000 116,500.00 1.000 116,500.00 91 BRIDGE REMOVAL, LOCATION F LS 200,000.0000 200,000.00 0.000 0.00 92 BRIDGE REMOVAL, LOCATION G LS 20,000.0000 20,000.00 0.000 0.00 93 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.050 15,000.00 0.950 285,000.00 94 DEVELOP WATER SUPPLY LS 175,000.0000 175,000.00 0.019 3,325.00 0.498 87,150.00 95 ROADWAY EXCAVATION M3 21.0000 6,825,000.00 695.080 14,596.68 101,079.563 2,122,670.82 96 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 1,710,000.00 4,231.670 634,750.50 (AERIALLY DEPOSITED LEAD) 97 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 S) 98 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 1,623,000.00 8,427.000 842,700.00 F) 99 STRUCTURE EXCAVATION (PUMPING PLANT) M3 450.0000 680,400.00 1,512.000 680,400.00 F) 00 STRUCTURE BACKFILL (PUMPING PLANT) M3 150.0000 91,350.00 582.000 87,300.00 F) 01 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 9,968,000.00 2,435.000 243,500.00 28,943.000 2,894,300.00 F) 02 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 315,000.00 348.000 52,200.00 F) (AERIALLY DEPOSITED LEAD) 03 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 115,110.00 806.000 72,540.00 F) (LOW EXPANSION) PROGRAM CAS145 PAGE 5 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 2,025,400.00 -121.000 -24,200.00 5,132.000 1,026,400.00 F) 05 STRUCTURE BACKFILL (RETAINING WALL) M3 140.0000 6,334,020.00 508.000 71,120.00 13,184.000 1,845,760.00 F) 06 PERVIOUS BACKFILL MATERIAL (RETAINING M3 21.0000 223,902.00 4,799.000 100,779.00 F) WALL) 07 GRAVEL BLANKET M3 350.0000 26,250.00 0.000 0.00 08 SAND BACKFILL M3 500.0000 20,500.00 35.420 17,710.00 09 DITCH EXCAVATION M3 25.0000 44,750.00 0.000 0.00 10 ROCK BLANKET M2 95.0000 105,450.00 323.300 30,713.50 450.760 42,822.20 S) 11 BONDED FIBER (EROSION CONTROL) KG 3.0000 14,580.00 0.000 0.00 S) 12 FIBER (EROSION CONTROL) KG 1.0000 1,010.00 0.000 0.00 S) 13 COMPOST (EROSION CONTROL) M3 70.0000 20,300.00 0.000 0.00 S) 14 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 2,400.00 0.000 0.00 S) 15 SEED (EROSION CONTROL) KG 100.0000 4,600.00 0.000 0.00 S) 16 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 600.00 0.000 0.00 S) 17 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,950.00 0.000 0.00 S) 18 TRANSPLANT PALM TREE EA 2,000.0000 70,000.00 8.000 16,000.00 S) 19 TRANSPLANT PINE TREE EA 5,500.0000 209,000.00 38.000 209,000.00 S) 20 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 21 250 MM CORRUGATED HIGH DENSITY M 40.0000 4,400.00 88.480 3,539.20 S) POLYETHYLENE PIPE CONDUIT 22 CLASS 2 AGGREGATE SUBBASE M3 45.0000 1,485,000.00 612.720 27,572.40 11,544.204 519,489.18 23 CLASS 2 AGGREGATE BASE M3 87.0000 705,570.00 1,095.278 95,289.19 5,055.876 439,861.21 24 CEMENT TREATED BASE M3 95.0000 8,540,500.00 3,064.830 291,158.85 (PLANT-MIXED, CLASS A) 25 ASPHALTIC EMULSION (CURING SEAL) TONN 1,300.0000 85,800.00 2.068 2,688.40 26 LEAN CONCRETE BASE M3 155.0000 3,983,500.00 4,421.440 685,323.20 27 ASPHALT CONCRETE (TYPE A) TONN 90.0000 2,691,000.00 915.530 82,397.70 13,548.920 1,219,402.80 28 ASPHALT CONCRETE (TYPE B) TONN 99.0000 3,702,600.00 1,469.960 145,526.04 14,401.710 1,425,769.29 29 ASPHALT CONCRETE BASE (TYPE A) TONN 91.0000 1,383,200.00 639.830 58,224.53 7,898.610 718,773.51 30 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 109,200.00 1,080.500 21,610.00 2,990.540 59,810.80 AREA) PROGRAM CAS145 PAGE 6 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 6,300.00 503.000 3,521.00 803.000 5,621.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 2,940.00 129.000 903.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 840.00 0.000 0.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 5,110.00 20.000 140.00 405.000 2,835.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 3,780.00 112.000 784.00 36 CONCRETE PAVEMENT M3 228.0000 11,354,400.00 1,553.050 354,095.40 6,579.218 1,500,061.70 37 CONCRETE PAVEMENT (RAMP TERMINI) M3 230.0000 188,600.00 162.110 37,285.30 38 SEAL PAVEMENT JOINT M 11.0000 889,900.00 614.850 6,763.35 6,291.760 69,209.36 39 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 80,400.00 0.000 0.00 40 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 35,000.00 0.000 0.00 S) PILING 41 FURNISH PILING (CLASS 400) M 150.0000 178,800.00 836.000 125,400.00 (ALTERNATIVE "Y") 42 DRIVE PILE (CLASS 400) EA 1,100.0000 111,100.00 88.000 96,800.00 S) (ALTERNATIVE "Y") 43 FURNISH PILING (CLASS 400) M 160.0000 108,000.00 664.245 106,279.20 (ALTERNATIVE "V" MODIFIED) 44 DRIVE PILE (CLASS 400) EA 600.0000 26,400.00 44.000 26,400.00 S) (ALTERNATIVE "V" MODIFIED) 45 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 10,350.00 59.000 8,850.00 S) PILING (BARRIER) 46 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 52,500.00 301.000 45,150.00 S) PILING (SOUND WALL) 47 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 310.0000 854,050.00 311.000 96,410.00 2,062.000 639,220.00 PILING (406 MM) 48 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,100.0000 156,200.00 87.000 95,700.00 S) PILE (406 MM) 49 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 420.0000 5,938,800.00 450.020 189,008.40 8,932.000 3,751,440.00 PILING (610 MM) 50 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 900.0000 685,800.00 452.000 406,800.00 S) PILE (610 MM) 51 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.679 475,300.00 S) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 988,050.00 1,649.000 577,150.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 585.0000 6,886,620.00 6,592.000 3,856,320.00 F) 54 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 7,644,584.00 544.000 207,808.00 6,142.000 2,346,244.00 F) 55 STRUCTURE CONCRETE (PUMPING PLANT) M3 800.0000 326,400.00 399.000 319,200.00 F) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 793,200.00 667.000 400,200.00 F) (TYPE N) 57 CLASS 1 CONCRETE (BOX CULVERT) M3 980.0000 289,100.00 117.800 115,444.00 F) PROGRAM CAS145 PAGE 7 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 2440 X 914 MM PRECAST CONCRETE BOX M 2,000.0000 70,000.00 35.000 70,000.00 F) CULVERT 59 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 688,800.00 1.800 2,520.00 392.050 548,870.00 F) 60 MINOR CONCRETE (SOUND WALL) M3 620.0000 48,980.00 79.000 48,980.00 61 MINOR CONCRETE (BACKFILL) M3 240.0000 18,720.00 464.480 111,475.20 62 ARCHITECTURAL TREATMENT M2 50.0000 822,750.00 755.000 37,750.00 6,240.000 312,000.00 F) 63 FRACTURED RIB TEXTURE M2 60.0000 154,920.00 15.000 900.00 669.000 40,140.00 F) 64 DRILL AND BOND DOWEL M 50.0000 6,850.00 137.000 6,850.00 65 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 40.0000 16,240.00 217.000 8,680.00 66 JACKING SUPERSTRUCTURE LS 150,000.0000 150,000.00 1.000 150,000.00 67 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 307,500.00 31.000 77,500.00 68 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 122,900.00 287.000 28,700.00 F) 69 SOUND WALL (MASONRY BLOCK) M2 220.0000 487,960.00 1,566.800 344,696.00 SF) 70 MASONRY BLOCK WALL M2 250.0000 27,500.00 0.000 0.00 S) 71 JOINT SEAL (MR 30 MM) M 120.0000 8,640.00 0.000 0.00 S) 72 JOINT SEAL (MR 15 MM) M 100.0000 3,200.00 0.000 0.00 S) 73 JOINT SEAL (MR 40 MM) M 200.0000 36,800.00 62.000 12,400.00 S) 74 JOINT SEAL (MR 50 MM) M 250.0000 61,750.00 172.000 43,000.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 3,963,015.00 1,047,949.000 2,200,692.90 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 4,714,584.00 71,984.000 151,166.40 495,808.000 1,041,196.80 SF) 77 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 78,930.00 14,155.000 35,387.50 SF) 78 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.6000 134,810.00 50,847.000 132,202.20 SF) 79 MEMBRANE WATERPROOFING M2 36.0000 6,438,060.00 321.000 11,556.00 6,140.430 221,055.48 SF) 80 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 71,920.00 3,790.000 30,320.00 3,790.000 30,320.00 F) 81 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 8,990.00 3,790.000 3,790.00 3,790.000 3,790.00 SF) 82 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 1,584,990.00 9,560.000 95,600.00 9,560.000 95,600.00 F) 83 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 158,499.00 9,560.000 9,560.00 9,560.000 9,560.00 SF) 84 FURNISH LAMINATED PANEL SIGN M2 325.0000 156,000.00 0.000 0.00 (25.4 MM-TYPE A) PROGRAM CAS145 PAGE 8 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 14,400.00 0.000 0.00 (1.6 MM-UNFRAMED) 86 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 9,100.00 0.000 0.00 (2.0 MM-UNFRAMED) 87 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 6,200.00 0.000 0.00 (1.6 MM-FRAMED) 88 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 19,400.00 0.000 0.00 (2.0 MM-FRAMED) 89 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 24,000.00 9.800 11,760.00 S) PILE (SIGN FOUNDATION) 90 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 228,000.00 22.100 66,300.00 S) CONCRETE PILE (SIGN FOUNDATION) 91 METAL (ROADSIDE SIGN) KG 25.0000 9,625.00 385.000 9,625.00 385.000 9,625.00 F) 92 METAL (RAIL MOUNTED SIGN) KG 25.0000 55,825.00 0.000 0.00 F) 93 ROADSIDE SIGN - ONE POST EA 520.0000 57,200.00 10.000 5,200.00 10.000 5,200.00 94 ROADSIDE SIGN - TWO POST EA 1,400.0000 44,800.00 1.000 1,400.00 1.000 1,400.00 95 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 11,600.00 2.000 400.00 2.000 400.00 METHOD) 96 INSTALL SIGN OVERLAY M2 500.0000 16,500.00 0.000 0.00 97 INSTALL ROADSIDE SIGN EA 2,800.0000 8,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 98 CLEAN AND PAINT STEEL SHELL PILING LS 25,000.0000 25,000.00 1.000 25,000.00 S) 99 PAINT CURB (2-COAT) M 5.0000 4,800.00 104.000 520.00 S) 00 300 MM PLASTIC PIPE M 460.0000 25,300.00 1.940 892.40 9.500 4,370.00 01 825 MM REINFORCED CONCRETE PIPE M 550.0000 110,000.00 154.720 85,096.00 (CLASS II) 02 450 MM REINFORCED CONCRETE PIPE M 440.0000 576,400.00 3.520 1,548.80 555.130 244,257.20 (CLASS III) 03 600 MM REINFORCED CONCRETE PIPE M 705.0000 2,467,500.00 8.090 5,703.45 1,333.610 940,195.05 (CLASS IV) 04 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 190,000.00 113.030 113,030.00 (CLASS IV) 05 900 MM REINFORCED CONCRETE PIPE M 1,020.0000 285,600.00 218.780 223,155.60 (CLASS IV) 06 1200 MM REINFORCED CONCRETE PIPE M 1,300.0000 897,000.00 459.030 596,739.00 (CLASS IV) 07 1500 MM REINFORCED CONCRETE PIPE M 1,430.0000 2,245,100.00 36.370 52,009.10 1,149.990 1,644,485.70 (CLASS IV) 08 1275 MM REINFORCED CONCRETE PIPE M 1,520.0000 380,000.00 250.000 380,000.00 (CLASS IV) 09 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,050.0000 178,500.00 162.190 170,299.50 (CLASS IV) 10 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,150.0000 113,850.00 0.000 0.00 (CLASS IV) 11 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 106,800.00 1,242.800 24,856.00 PROGRAM CAS145 PAGE 9 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 160.0000 44,800.00 131.810 21,089.60 13 GRATED LINE DRAIN M 320.0000 35,200.00 24.000 7,680.00 S) 14 1200 MM BITUMINOUS COATED CORRUGATED M 3,400.0000 8,500.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 15 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 900.0000 197,100.00 219.000 197,100.00 219.000 197,100.00 16 250 MM DUCTILE IRON PIPE (CLASS 350) LS 225,000.0000 225,000.00 0.950 213,750.00 S) 17 400 MM DUCTILE IRON PIPE (CLASS 350) LS 350,000.0000 350,000.00 0.114 39,900.00 0.334 116,900.00 S) 18 450 MM DUCTILE IRON PIPE (CLASS 350) M 820.0000 557,600.00 5.490 4,501.80 590.050 483,841.00 S) 19 200 MM WELDED STEEL PIPE CASING M 420.0000 45,780.00 109.000 45,780.00 109.000 45,780.00 (3.4 MM THICK) 20 406 MM WELDED STEEL PIPE CASING M 870.0000 18,270.00 21.000 18,270.00 (6.35 MM THICK) 21 457 MM WELDED STEEL PIPE CASING M 910.0000 19,110.00 21.000 19,110.00 (6.35 MM THICK) 22 450 MM WELDED STEEL PIPE CASING M 820.0000 20,500.00 25.000 20,500.00 25.000 20,500.00 (6.35 MM THICK) 23 610 MM WELDED STEEL PIPE CASING M 850.0000 162,350.00 104.700 88,995.00 (6.35 MM THICK) 24 762 MM WELDED STEEL PIPE CASING M 1,600.0000 33,600.00 0.000 0.00 (6.35 MM THICK) 25 450 MM MORTAR-LINED AND COATED STEEL LS 1275,000.0000 1,275,000.00 1.000 1,275,000.00 S) PIPE 26 450 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500.00 3.000 4,500.00 27 600 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 28 DRAINAGE MANHOLE EA 30,000.0000 150,000.00 4.000 120,000.00 29 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,300.0000 24,700.00 6.770 8,801.00 30 150 MM CLAY SEWER PIPE M 1,700.0000 61,200.00 15.140 25,738.00 S) 31 250 MM CLAY SEWER PIPE M 1,350.0000 823,500.00 612.600 827,010.00 S) 32 300 MM CLAY SEWER PIPE M 1,350.0000 310,500.00 217.840 294,084.00 S) 33 1200 MM PRECAST CONCRETE PIPE SEWER M 1,870.0000 56,100.00 29.610 55,370.70 S) MANHOLE 34 CONCRETE (CHANNEL LINING) M3 390.0000 52,260.00 68.000 26,520.00 F) 35 CONCRETE (CONCRETED-ROCK SLOPE M3 320.0000 6,720.00 0.000 0.00 PROTECTION) 36 CONCRETED-ROCK SLOPE PROTECTION M3 220.0000 17,600.00 8.000 1,760.00 8.000 1,760.00 (COBBLE, METHOD B) 37 SLOPE PAVING (CONCRETE) M3 550.0000 141,900.00 0.000 0.00 F) 38 MINOR CONCRETE (DITCH LINING) M3 600.0000 120,000.00 130.050 78,030.00 PROGRAM CAS145 PAGE 10 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,700.00 18.000 180.00 18.000 180.00 40 MINOR CONCRETE (MISCELLANEOUS M3 570.0000 163,590.00 9.000 5,130.00 F) CONSTRUCTION) 41 MINOR CONCRETE (RAPID STRENGTH CONCRETE) M3 1,500.0000 72,000.00 14.400 21,600.00 42 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 570.0000 632,700.00 52.354 29,841.78 672.125 383,111.25 AND DRIVEWAY) 43 MINOR CONCRETE (GUTTER) M 100.0000 142,100.00 0.000 0.00 F) 44 MINOR CONCRETE (STAMPED CONCRETE) M3 600.0000 22,200.00 0.000 0.00 45 DRAINAGE PUMPING EQUIPMENT LS 450,000.0000 450,000.00 0.177 79,650.00 S) 46 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 0.800 80,000.00 0.850 85,000.00 S) 47 MISCELLANEOUS IRON AND STEEL KG 3.0000 147,915.00 1,874.000 5,622.00 13,888.000 41,664.00 SF) 48 EQUIPMENT ACCESS STEEL COVER EA 2,000.0000 4,000.00 0.000 0.00 S) (1524 MM X 1524 MM) 49 EQUIPMENT ACCESS STEEL COVER EA 2,000.0000 2,000.00 0.000 0.00 S) (1220 MM X 1220 MM) 50 ACCESS HATCH (1220 MM X 1220 MM) EA 2,000.0000 2,000.00 0.000 0.00 S) 51 ACCESS HATCH (1372 MM X 3050 MM) EA 2,000.0000 2,000.00 0.000 0.00 S) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 53,440.00 420.000 4,200.00 2,020.000 20,200.00 SF) 53 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 126,500.00 4,257.880 46,836.68 5,916.500 65,081.50 SF) 54 PUMPING PLANT METAL WORK KG 16.0000 48,880.00 0.000 0.00 SF) 55 WATER LINE FACILITIES LS 100,000.0000 100,000.00 1.000 100,000.00 S) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 105,000.00 0.000 0.00 S) 57 PICKET FENCING M 800.0000 664,000.00 0.000 0.00 S) 58 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 0.000 0.00 S) 59 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 5,000.00 0.000 0.00 S) 60 DELINEATOR (CLASS 1) EA 50.0000 3,000.00 0.000 0.00 61 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 800.00 0.000 0.00 62 METAL BEAM GUARD RAILING (WOOD POST) M 110.0000 139,700.00 76.700 8,437.00 330.740 36,381.40 S) 63 CHAIN LINK RAILING (TYPE 7) M 225.0000 110,250.00 29.000 6,525.00 S) 64 DECORATIVE METAL RAILING M 550.0000 1,223,750.00 75.000 41,250.00 181.000 99,550.00 SF) 65 PEDESTRIAN BARRICADE EA 600.0000 2,400.00 4.000 2,400.00 PROGRAM CAS145 PAGE 11 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 PIPE HANDRAILING M 330.0000 35,310.00 49.000 16,170.00 49.000 16,170.00 SF) 67 TUBULAR HANDRAILING M 310.0000 110,360.00 289.000 89,590.00 SF) 68 CONCRETE BARRIER (TYPE 26A) M 310.0000 105,400.00 11.000 3,410.00 276.000 85,560.00 F) 69 CONCRETE BARRIER (TYPE 26 MODIFIED) M 320.0000 183,040.00 355.000 113,600.00 F) 70 CABLE RAILING M 60.0000 40,740.00 0.000 0.00 SF) 71 TRANSITION RAILING (TYPE WB) EA 5,000.0000 50,000.00 3.000 15,000.00 S) 72 END CAP EA 200.0000 3,600.00 3.000 600.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 11,000.00 1.000 1,000.00 2.000 2,000.00 S) 74 END ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 1,000.00 1.000 1,000.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 39,000.00 1.000 3,000.00 5.000 15,000.00 S) 76 CRASH CUSHION (REACT 9CBB) EA 60,000.0000 120,000.00 0.000 0.00 S) 77 CRASH CUSHION (REACT 9SCBS) EA 60,000.0000 60,000.00 0.000 0.00 S) 78 CONCRETE BARRIER (TYPE 60) M 335.0000 834,150.00 113.000 37,855.00 79 CONCRETE BARRIER (TYPE 60A) M 360.0000 37,800.00 0.000 0.00 F) 80 CONCRETE BARRIER (TYPE 60C) M 630.0000 289,800.00 169.850 107,005.50 81 CONCRETE BARRIER (TYPE 60D) M 340.0000 1,059,100.00 0.000 0.00 F) 82 CONCRETE BARRIER (TYPE 60E) M 310.0000 86,800.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 60C MODIFIED) M 210.0000 96,600.00 0.000 0.00 84 CONCRTE BARRIER (TYPE 60E MODIFIED) M 310.0000 43,400.00 0.000 0.00 85 CONCRETE BARRIER (TYPE 736) M 250.0000 62,000.00 90.000 22,500.00 F) 86 CONCRETE BARRIER (TYPE 736A) M 250.0000 683,250.00 193.000 48,250.00 1,290.000 322,500.00 F) 87 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 35,100.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 736B MODIFIED) M 300.0000 8,400.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 736S/SV) M 300.0000 8,700.00 0.000 0.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 84,400.00 317.690 12,707.60 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 74,550.00 4,268.000 6,402.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 22,950.00 457.000 1,371.00 S) PROGRAM CAS145 PAGE 12 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 10,410.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 400.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 18,600.00 73.000 73.00 S) (BROKEN 10.98 M - 3.66 M) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,780.00 2,001.000 2,001.00 S) (BROKEN 5.18 M - 2.14 M) 97 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,140.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 98 PAINT TRAFFIC STRIPE (2-COAT - BLACK) M 1.0000 35,000.00 0.000 0.00 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 12,480.00 148.000 296.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 35,480.00 604.000 2,416.00 S) 01 TEMPORARY SIGNAL SYSTEM (STAGE 1B.1) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 02 TEMPORARY SIGNAL SYSTEM (STAGE 1C.2) LS 60,000.0000 60,000.00 0.900 54,000.00 S) 03 TEMPORARY SIGNAL SYSTEM LS 780,000.0000 780,000.00 0.154 120,120.00 0.388 302,640.00 S) 04 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 0.005 750.00 S) 05 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 0.005 875.00 S) 06 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.010 1,100.00 S) 07 SIGNAL AND LIGHTING (LOCATION 4) LS 60,000.0000 60,000.00 0.000 0.00 S) 08 SIGNAL AND LIGHTING (LOCATION 5) LS 150,000.0000 150,000.00 0.057 8,550.00 0.067 10,050.00 S) 09 SIGNAL AND LIGHTING (LOCATION 6) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 10 SIGNAL AND LIGHTING (LOCATION 7) LS 250,000.0000 250,000.00 0.010 2,500.00 S) 11 SIGNAL AND LIGHTING (LOCATION 8) LS 140,000.0000 140,000.00 0.934 130,760.00 S) 12 SIGNAL AND LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 0.900 9,000.00 S) (REMOVE) 13 LIGHTING (CITY STREET) LS 350,000.0000 350,000.00 0.594 207,900.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 1020,000.0000 1,020,000.00 0.057 58,140.00 0.259 264,180.00 S) 15 TEMPORARY LIGHTING SYSTEM LS 520,000.0000 520,000.00 0.040 20,800.00 0.699 363,480.00 S) 16 CHANGEABLE MESSAGE SIGN SYSTEM LS 70,000.0000 70,000.00 0.009 630.00 S) 17 INTERCONNECTION CONDUIT AND CABLE LS 70,000.0000 70,000.00 0.133 9,310.00 1.000 70,000.00 S) 18 COMMUNICATION SYSTEM LS 1950,000.0000 1,950,000.00 0.010 19,500.00 0.190 370,500.00 S) 19 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.000 0.00 S) (LOCATION 1) PROGRAM CAS145 PAGE 13 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 20 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 1.000 20,000.00 S) (LOCATION 2) 21 TRAFFIC MONITORING STATION (LOCATION 1) LS 90,000.0000 90,000.00 0.114 10,260.00 S) 22 TRAFFIC MONITORING STATION (LOCATION 2) LS 110,000.0000 110,000.00 0.000 0.00 S) 23 TRAFFIC MONITORING STATION (LOCATION 3) LS 120,000.0000 120,000.00 0.276 33,120.00 S) 24 CLOSED CIRCUIT TELEVISION LS 70,000.0000 70,000.00 0.020 1,400.00 S) (LOCATION 1) 25 CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 0.187 5,610.00 S) (LOCATION 2) 26 CLOSED CIRCUIT TELEVISION LS 60,000.0000 60,000.00 0.030 1,800.00 S) (LOCATION 3) 27 CLOSED CIRCUIT TELEVISION LS 50,000.0000 50,000.00 0.020 1,000.00 S) (LOCATION 4) 28 RAMP METERING SYSTEM (LOCATION 1) LS 175,000.0000 175,000.00 0.000 0.00 S) 29 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.243 9,720.00 S) 30 RAMP METERING SYSTEM (LOCATION 3) LS 110,000.0000 110,000.00 0.150 16,500.00 0.178 19,580.00 S) 31 RAMP METERING SYSTEM LS 240,000.0000 240,000.00 0.533 127,920.00 S) (LOCATION 4 & 5) 32 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.500 12,500.00 S) (REMOVE) 33 TEMPORARY RAMP METERING SYSTEM LS 250,000.0000 250,000.00 0.540 135,000.00 S) 34 SYSTEM TESTING AND DOCUMENTATION LS 90,000.0000 90,000.00 0.000 0.00 S) 35 TRAINING LS 20,000.0000 20,000.00 0.000 0.00 S) 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 IMPORTED BORROW M3 0.0100 300.00 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 04/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 07:34 AM ESTIMATE NO. 24 BID OPENING 02/09/06 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: BUI, DA KEN G. DATE OF THIS ESTIMATE 04/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,642,101.60 66,837,245.00 ADJUSTMENT OF COMPENSATION 0.00 1,152,816.90 EXTRA WORK 537.77 1,363,238.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,642,639.37 69,353,299.91 38 MOBILIZATION LS 9300,000.0000 19,300,000.00 0.950 18,335,000.00 ORIGINAL CONTRACT AMOUNT 193,379,599.00 TOTAL WORK COMPLETED 3,642,639.37 87,688,299.91 MATERIALS ON HAND ON SITE 3,996,478.96 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -76,000.00 TOTAL 3,632,639.37 91,608,778.87 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 04/25/06 1530 05/22/06 05/10/06 09/30/10 711 0 0 0 44% 46% PROGRESS IS SATISFACTORY BUI, DA KEN G. RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/08