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 05/27/10 EST. NO.51 TIME 08:46 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 1750 396.05 E.W. @ F.A.(+) 030210 Y 4112.0 1765 392.59 031810 Y 4126.0 1778 3,062.77 032710 Y 4156.0 1779 1,954.11 032810 Y 4157.0 1784 44.84 021709 Y 2929.1 1785 63.25 123009 Y 4012.1 1786 29.18 010310 Y 4016.1 1787 253.53 012110 Y 4031.1 1788 133.79 022510 Y 4099.1 1789 396.17 040210 Y 4159.0 1790 522.25 040810 Y 4160.0 1791 94.08 040910 Y 4161.0 1793 376.31 041310 Y 4167.0 1794 455.51 041310 Y 4168.0 1795 450.22 041510 Y 4169.0 1796 269.97 040910 Y 4171.0 1797 277.37 030510 Y 4175.0 1799 197.02 032910 Y 4166.0 1800 906.15 032910 N 4192.0 1801 124.34 091009 Y 3564.0 1802 1,526.35 090909 Y 3565.0 1804 856.33 090309 Y 3567.0 1805 122.74 083109 Y 3568.0 1806 646.99 083109 Y 3569.0 1807 122.74 090109 Y 3570.0 1808 1,277.60 090109 Y 3571.0 1810 624.02 090209 Y 3573.0 1811 861.50 091009 Y 3574.0 1812 123.83 042110 Y 4195.0 1813 139.59 041910 Y 4196.0 1814 315.92 041910 Y 4197.0 1815 534.50 042010 Y 4198.0 1816 104.69 042210 Y 4199.0 1818 557.98 041910 Y 4201.0 1819 3,826.69 022210 N 4204.0 1820 522.70 040210 N 4205.0 1821 174.49 042010 Y 4203.0 002 0179 438.87 E.W. @ F.A.(+) 060109 N 3399.0 0257 5,517.11 030309 N 4107.0 0259 276.40 091008 N 2468.0 003 0013 1,967.91 E.W. @ F.A.(+) 111809 N 3975.0 0014 2,884.49 111909 N 3976.0 007 0222 730.70 E.W. @ F.A.(+) 101107 N 1081.0 0234 1,497.53 030609 N 3083.0 0300 1,209.47 121709 N 4020.0 0328 683.13 040610 Y 4162.0 0329 388.57 030410 Y 4176.0 0330 43.47 072309 Y 3476.1 0331 385.87 041910 Y 4202.0 009 0034 31.11 E.W. @ F.A.(+) 010709 Y 2737.1 013 0015 194.63 E.W. @ F.A.(+) 020510 Y 4082.0 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 05/27/10 EST. NO.51 TIME 08:46 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 --------------------------------------------------------------------------- 014 0016 57.20 E.W. @ F.A.(+) 060507 Y 0841.6 034 0198 520.61 E.W. @ F.A.(+) 083109 Y 3588.1 072 0004 229.20 E.W. @ F.A.(+) 061208 N 1909.1 079 0020 6,010.68 E.W. @ F.A.(+) 091907 N 1829.0 104 0043 7,232.96 E.W. @ F.A.(+) 110209 Y 3871.0 0045 3,125.82 111009 Y 3874.0 0049 1,861.35 112009 Y 3946.0 0050 5,736.25 111309 Y 3953.0 119 0120 1,692.19 E.W. @ F.A.(+) 111809 Y 3951.1 132 0005 32,411.14 A.C. @ L.S.(+) 042010 N 000 0 0006 136,751.16 042010 N 000010 133 0022 559.32 E.W. @ F.A.(+) 063009 N 4022.0 0025 836.17 011310 N 4030.1 0026 3,384.00 033010 N 4193.0 144 0001 2,366.28 E.W. @ F.A.(+) 011209 N 2834.0 0002 1,591.92 011309 N 2835.0 0003 1,349.70 123108 Y 2733.0 0004 1,032.44 010709 Y 2744.0 0005 2,368.72 031809 Y 3082.0 0006 3,343.56 030609 Y 3006.0 0007 1,997.25 030409 Y 3013.0 0008 345.05 061109 Y 3264.0 0009 2,426.81 080309 Y 3480.0 0010 432.59 061009 Y 3263.0 0011 489.50 081109 Y 2512.1 0012 278.86 081109 Y 3530.1 257,418.15 TOTAL THIS ESTIMATE 7,004,977.24 TOTAL PREVIOUS ESTIMATE 7,262,395.39 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 05/27/10 EST. NO.51 TIME 08:46 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 LATE OPENING OF CLOS -16,000.00 27 LATE OPENING OF CLOS -104,000.00 28 0.00 -136,000.00 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 DELINQ. PAYROLLS 10,000.00 30 FPI, NILEX -10,000.00 30 JFL,USP -10,000.00 31 USP 5,000.00 33 EST. 14,19,21,22 40,000.00 35 F.C.I. -3,000.00 35 MCBRATNEY -2,000.00 35 MERLI -2,000.00 35 SUDHAKAR -3,000.00 35 FPI 5,000.00 37 GSB -1,000.00 37 HARBER CO. -3,000.00 37 WASTE MGNT. -1,000.00 37 ALCORN FENCE -1,000.00 38 DELINQ FED APP AGRTS -5,000.00 38 EST # 12 10,000.00 38 LANDSCAPE CENTER -1,000.00 38 CM PEICH -1,000.00 39 CTM -1,000.00 39 PENHALL -1,000.00 39 REYCON -1,000.00 39 VALLEY CONCRETE -1,000.00 39 DYWIDAG -1,000.00 40 SERVICE CONST -1,000.00 40 #38 FED APP AGRTS 5,000.00 41 AAA -1,000.00 41 BLUE IRON -1,000.00 41 D.LANDSCAPE -1,000.00 41 LA JOLLA -1,000.00 41 USP -1,000.00 41 AAA #41 1,000.00 42 ALCORN FENCE #38 1,000.00 42 ALCORN FENCE -1,000.00 42 AVAR -1,000.00 42 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 05/27/10 EST. NO.51 TIME 08:46 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- BARNEYS -1,000.00 42 BEARD ELECTRIC -1,000.00 42 BLUE IRON #41 1,000.00 42 FPI -1,000.00 42 MERLI #35 1,000.00 42 NILEX #30 5,000.00 42 PENHALL #39 1,000.00 42 REYCON #39 1,000.00 42 SERVICE CONST #40 1,000.00 42 UNITED SWEEPING -1,000.00 42 BLUE IRON 1,000.00 43 UNITED SWEEPING -1,000.00 43 DYWIDAG 1,000.00 44 UNITED SWEEPING 1,000.00 44 USP 1,000.00 44 CM PEICH , JFL 15,000.00 51 15,000.00 -15,000.00 TOTAL DEDUCTIONS 15,000.00 -151,000.00 PROGRAM CAS145 PAGE 1 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 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 30.000 414,000.00 1,471.000 20,299,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 49,750.00 3,364.500 84,112.50 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 172,500.00 156.420 117,315.00 07 600 MM TEMPORARY CULVERT M 710.0000 355,000.00 214.350 152,188.50 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 1.830 2,013.00 10 1200 MM TEMPORARY CULVERT M 650.0000 240,500.00 736.130 478,484.50 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 32.000 38,400.00 16 TEMPORARY BOX INLET M3 1,000.0000 61,000.00 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 0.920 920,000.00 21 TEMPORARY FIBER ROLL M 19.0000 109,250.00 5,164.880 98,132.72 22 TEMPORARY CONCRETE WASHOUT FACILITY EA 53,000.0000 212,000.00 13.000 689,000.00 PROGRAM CAS145 PAGE 2 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 289,000.00 24 CONSTRUCTION AREA SIGNS LS 450,000.0000 450,000.00 0.013 5,850.00 0.988 444,600.00 S) 25 TRAFFIC CONTROL SYSTEM LS 1200,000.0000 1,200,000.00 0.978 1,173,600.00 S) 26 TYPE II BARRICADE EA 30.0000 3,600.00 105.000 3,150.00 S) 27 TYPE III BARRICADE EA 70.0000 10,500.00 167.000 11,690.00 S) 28 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 32,800.00 23.560 942.40 696.370 27,854.80 S) 29 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 118,000.00 1,189.000 1,189.00 126,863.094 126,863.09 S) 30 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 52,800.00 3,069.000 92,070.00 S) 31 PORTABLE DELINEATOR EA 20.0000 19,800.00 264.000 5,280.00 S) 32 FLASHING ARROW SIGN EA 1,600.0000 25,600.00 12.000 19,200.00 S) 33 TEMPORARY PAVEMENT MARKER EA 4.0000 119,600.00 68.000 272.00 25,948.000 103,792.00 S) 34 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 10,800.00 7.000 8,400.00 35 PORTABLE CHANGEABLE MESSAGE SIGN LS 270,000.0000 270,000.00 0.020 5,400.00 0.940 253,800.00 S) 36 TEMPORARY RAILING (TYPE K) M 30.0000 1,521,000.00 45,447.912 1,363,437.36 37 TEMPORARY CRASH CUSHION MODULE EA 165.0000 189,750.00 1,363.000 224,895.00 S) 38 TEMPORARY TRAFFIC SCREEN M 20.0000 288,000.00 6,425.390 128,507.80 39 ABANDON CULVERT M 61.0000 20,130.00 168.500 10,278.50 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 48,900.00 121.900 1,219.00 5,367.500 53,675.00 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 1,329.300 59,818.50 S) 45 REMOVE DOUBLE METAL BEAM BARRIER M 55.0000 79,750.00 1,505.900 82,824.50 S) 46 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 46,200.00 16,107.857 48,323.57 47 REMOVE TRAFFIC STRIPE M 2.0000 66,200.00 16,227.754 32,455.51 48 REMOVE PAVEMENT MARKING M2 26.0000 30,160.00 289.490 7,526.74 S) 49 REMOVE PAVEMENT MARKER EA 1.0000 7,570.00 7,028.000 7,028.00 S) PROGRAM CAS145 PAGE 3 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 44,000.00 220.000 44,000.00 51 REMOVE SIGN STRUCTURE EA 5,000.0000 95,000.00 19.000 95,000.00 S) 52 REMOVE CULVERT M 80.0000 368,800.00 102.580 8,206.40 3,188.960 255,116.80 53 REMOVE INLET EA 360.0000 43,200.00 1.000 360.00 96.000 34,560.00 54 REMOVE HEADWALL EA 800.0000 15,200.00 7.000 5,600.00 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 5.000 4,500.00 57 REMOVE CATCH BASIN EA 2,000.0000 16,000.00 7.000 14,000.00 58 REMOVE RETAINING WALL M2 60.0000 171,000.00 3,243.200 194,592.00 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 2,643.840 21,150.72 75,249.311 601,994.49 61 RELOCATE ROADSIDE SIGN EA 350.0000 3,500.00 6.000 2,100.00 62 ADJUST INLET EA 2,300.0000 9,200.00 5.000 11,500.00 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 17.000 78,200.00 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 119,000.00 177.710 124,397.00 68 675 MM PLASTIC PIPE-LINER M 860.0000 86,000.00 80.770 69,462.20 69 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 9,230.00 772.080 10,037.04 S) 70 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 28.0000 173,600.00 6,500.020 182,000.56 71 REMOVE CONCRETE CROSS GUTTER M2 33.0000 26,070.00 791.070 26,105.31 72 REMOVE CONCRETE CURB M 9.0000 97,200.00 11,038.850 99,349.65 73 REMOVE CONCRETE CHANNEL LINING M3 130.0000 14,170.00 109.000 14,170.00 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 2,389.000 95,560.00 76 REMOVE CONCRETE ISLAND M2 60.0000 46,200.00 708.570 42,514.20 PROGRAM CAS145 PAGE 4 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,580.00 930.480 18,609.60 78 REMOVE CONCRETE (MISCELLANEOUS) M3 240.0000 22,080.00 217.250 52,140.00 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 27.000 27,000.00 81 CAP MANHOLE EA 1,000.0000 3,000.00 6.000 6,000.00 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 34.000 5,440.00 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 1.000 72,800.00 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 1.000 300,000.00 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 1.000 200,000.00 92 BRIDGE REMOVAL, LOCATION G LS 20,000.0000 20,000.00 1.000 20,000.00 93 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.010 3,000.00 1.000 300,000.00 94 DEVELOP WATER SUPPLY LS 175,000.0000 175,000.00 0.019 3,325.00 0.973 170,275.00 95 ROADWAY EXCAVATION M3 21.0000 6,825,000.00 8,945.700 187,859.70 320,716.610 6,735,048.81 96 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 1,710,000.00 0.000 0.00 (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 16,230.000 1,623,000.00 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 99,791.000 9,979,100.00 F) 02 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 315,000.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 03 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 115,110.00 1,279.000 115,110.00 F) (LOW EXPANSION) PROGRAM CAS145 PAGE 5 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,025,400.00 172.000 34,400.00 10,127.000 2,025,400.00 F) 05 STRUCTURE BACKFILL (RETAINING WALL) M3 140.0000 6,334,020.00 43,858.000 6,140,120.00 F) 06 PERVIOUS BACKFILL MATERIAL (RETAINING M3 21.0000 223,902.00 7,402.000 155,442.00 F) WALL) 07 GRAVEL BLANKET M3 350.0000 26,250.00 95.900 33,565.00 08 SAND BACKFILL M3 500.0000 20,500.00 48.490 24,245.00 09 DITCH EXCAVATION M3 25.0000 44,750.00 801.890 20,047.25 10 ROCK BLANKET M2 95.0000 105,450.00 453.140 43,048.30 903.900 85,870.50 S) 11 BONDED FIBER (EROSION CONTROL) KG 3.0000 14,580.00 6,303.700 18,911.10 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 2.000 400.00 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 4,400.00 286.780 11,471.20 S) POLYETHYLENE PIPE CONDUIT 22 CLASS 2 AGGREGATE SUBBASE M3 45.0000 1,485,000.00 26,064.602 1,172,907.09 23 CLASS 2 AGGREGATE BASE M3 87.0000 705,570.00 10,892.341 947,633.67 24 CEMENT TREATED BASE M3 95.0000 8,540,500.00 15,233.800 1,447,211.00 89,409.804 8,493,931.38 (PLANT-MIXED, CLASS A) 25 ASPHALTIC EMULSION (CURING SEAL) TONN 1,300.0000 85,800.00 5.938 7,719.40 26 LEAN CONCRETE BASE M3 155.0000 3,983,500.00 4,004.840 620,750.20 21,384.810 3,314,645.55 27 ASPHALT CONCRETE (TYPE A) TONN 90.0000 2,691,000.00 30,397.580 2,735,782.20 28 ASPHALT CONCRETE (TYPE B) TONN 99.0000 3,702,600.00 22,617.620 2,239,144.38 29 ASPHALT CONCRETE BASE (TYPE A) TONN 91.0000 1,383,200.00 16,123.610 1,467,248.51 30 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 109,200.00 3,370.930 67,418.60 AREA) PROGRAM CAS145 PAGE 6 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,272.160 8,905.12 32 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 2,940.00 218.200 1,527.40 33 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 840.00 100.000 700.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 5,110.00 843.770 5,906.39 35 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 3,780.00 409.120 2,863.84 36 CONCRETE PAVEMENT M3 228.0000 11,354,400.00 437.870 99,834.36 36,920.518 8,417,878.10 37 CONCRETE PAVEMENT (RAMP TERMINI) M3 230.0000 188,600.00 815.430 187,548.90 38 SEAL PAVEMENT JOINT M 11.0000 889,900.00 30,954.010 340,494.11 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 7.000 35,000.00 S) PILING 41 FURNISH PILING (CLASS 400) M 150.0000 178,800.00 1,086.480 162,972.00 (ALTERNATIVE "Y") 42 DRIVE PILE (CLASS 400) EA 1,100.0000 111,100.00 104.000 114,400.00 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 69.000 10,350.00 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 2,765.770 857,388.70 PILING (406 MM) 48 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,100.0000 156,200.00 142.000 156,200.00 S) PILE (406 MM) 49 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 420.0000 5,938,800.00 13,823.250 5,805,765.00 PILING (610 MM) 50 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 900.0000 685,800.00 766.000 689,400.00 S) PILE (610 MM) 51 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 1.000 700,000.00 S) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 988,050.00 2,823.000 988,050.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 585.0000 6,886,620.00 11,772.000 6,886,620.00 F) 54 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 7,644,584.00 20,538.000 7,845,516.00 F) 55 STRUCTURE CONCRETE (PUMPING PLANT) M3 800.0000 326,400.00 408.000 326,400.00 F) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 793,200.00 1,322.000 793,200.00 F) (TYPE N) 57 CLASS 1 CONCRETE (BOX CULVERT) M3 980.0000 289,100.00 219.800 215,404.00 F) PROGRAM CAS145 PAGE 7 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 -84.370 -118,118.00 539.420 755,188.00 F) 60 MINOR CONCRETE (SOUND WALL) M3 620.0000 48,980.00 79.000 48,980.00 61 MINOR CONCRETE (BACKFILL) M3 240.0000 18,720.00 472.130 113,311.20 62 ARCHITECTURAL TREATMENT M2 50.0000 822,750.00 16,287.000 814,350.00 F) 63 FRACTURED RIB TEXTURE M2 60.0000 154,920.00 2,451.000 147,060.00 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 307,500.00 100.880 252,200.00 68 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 122,900.00 930.480 93,048.00 F) 69 SOUND WALL (MASONRY BLOCK) M2 220.0000 487,960.00 2,217.800 487,916.00 SF) 70 MASONRY BLOCK WALL M2 250.0000 27,500.00 31.700 7,925.00 S) 71 JOINT SEAL (MR 30 MM) M 120.0000 8,640.00 32.000 3,840.00 S) 72 JOINT SEAL (MR 15 MM) M 100.0000 3,200.00 32.000 3,200.00 S) 73 JOINT SEAL (MR 40 MM) M 200.0000 36,800.00 184.000 36,800.00 S) 74 JOINT SEAL (MR 50 MM) M 250.0000 61,750.00 247.000 61,750.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 3,963,015.00 1,887,150.000 3,963,015.00 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 4,714,584.00 2,310,167.000 4,851,350.70 SF) 77 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 78,930.00 23,823.000 59,557.50 SF) 78 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.6000 134,810.00 51,850.000 134,810.00 SF) 79 MEMBRANE WATERPROOFING M2 36.0000 6,438,060.00 43,187.590 1,554,753.24 177,835.000 6,402,060.00 SF) 80 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 71,920.00 5,200.000 41,600.00 8,990.000 71,920.00 F) 81 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 8,990.00 5,200.000 5,200.00 8,990.000 8,990.00 SF) 82 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 1,584,990.00 9,800.000 98,000.00 111,079.000 1,110,790.00 F) 83 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 158,499.00 9,800.000 9,800.00 111,079.000 111,079.00 SF) 84 FURNISH LAMINATED PANEL SIGN M2 325.0000 156,000.00 30.670 9,967.75 129.850 42,201.25 (25.4 MM-TYPE A) PROGRAM CAS145 PAGE 8 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.200 676.00 5.200 676.00 (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 19.600 23,520.00 S) PILE (SIGN FOUNDATION) 90 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 228,000.00 65.810 197,430.00 S) CONCRETE PILE (SIGN FOUNDATION) 91 METAL (ROADSIDE SIGN) KG 25.0000 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 12.000 6,240.00 83.000 43,160.00 94 ROADSIDE SIGN - TWO POST EA 1,400.0000 44,800.00 6.000 8,400.00 21.000 29,400.00 95 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 11,600.00 2.000 400.00 30.000 6,000.00 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 4,800.00 716.000 3,580.00 S) 00 300 MM PLASTIC PIPE M 460.0000 25,300.00 36.640 16,854.40 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 1,419.500 624,580.00 (CLASS III) 03 600 MM REINFORCED CONCRETE PIPE M 705.0000 2,467,500.00 3,598.490 2,536,935.45 (CLASS IV) 04 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 190,000.00 251.560 251,560.00 (CLASS IV) 05 900 MM REINFORCED CONCRETE PIPE M 1,020.0000 285,600.00 281.640 287,272.80 (CLASS IV) 06 1200 MM REINFORCED CONCRETE PIPE M 1,300.0000 897,000.00 682.040 886,652.00 (CLASS IV) 07 1500 MM REINFORCED CONCRETE PIPE M 1,430.0000 2,245,100.00 1,512.350 2,162,660.50 (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 178,500.00 165.240 173,502.00 (CLASS IV) 10 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,150.0000 113,850.00 97.570 112,205.50 (CLASS IV) 11 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 106,800.00 4,704.100 94,082.00 PROGRAM CAS145 PAGE 9 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 44,800.00 292.610 46,817.60 13 GRATED LINE DRAIN M 320.0000 35,200.00 95.000 30,400.00 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 0.000 0.00 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 0.950 332,500.00 S) 18 450 MM DUCTILE IRON PIPE (CLASS 350) M 820.0000 557,600.00 623.080 510,925.60 S) 19 200 MM WELDED STEEL PIPE CASING M 420.0000 45,780.00 0.000 0.00 (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 (6.35 MM THICK) 23 610 MM WELDED STEEL PIPE CASING M 850.0000 162,350.00 182.000 154,700.00 (6.35 MM THICK) 24 762 MM WELDED STEEL PIPE CASING M 1,600.0000 33,600.00 21.000 33,600.00 (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 3.000 4,500.00 27 600 MM CONCRETE FLARED END SECTION EA 1,500.0000 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 9.370 12,181.00 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 52,260.00 134.000 52,260.00 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 22.260 4,897.20 (COBBLE, METHOD B) 37 SLOPE PAVING (CONCRETE) M3 550.0000 141,900.00 201.290 110,709.50 F) 38 MINOR CONCRETE (DITCH LINING) M3 600.0000 120,000.00 216.860 130,116.00 PROGRAM CAS145 PAGE 10 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 42.000 420.00 40 MINOR CONCRETE (MISCELLANEOUS M3 570.0000 163,590.00 27.000 15,390.00 F) CONSTRUCTION) 41 MINOR CONCRETE (RAPID STRENGTH CONCRETE) M3 1,500.0000 72,000.00 39.150 58,725.00 42 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 570.0000 632,700.00 1.640 934.80 1,207.475 688,260.75 AND DRIVEWAY) 43 MINOR CONCRETE (GUTTER) M 100.0000 142,100.00 915.020 91,502.00 F) 44 MINOR CONCRETE (STAMPED CONCRETE) M3 600.0000 22,200.00 31.050 18,630.00 45 DRAINAGE PUMPING EQUIPMENT LS 450,000.0000 450,000.00 0.700 315,000.00 S) 46 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 0.900 90,000.00 S) 47 MISCELLANEOUS IRON AND STEEL KG 3.0000 147,915.00 31,705.000 95,115.00 SF) 48 EQUIPMENT ACCESS STEEL COVER EA 2,000.0000 4,000.00 2.000 4,000.00 S) (1524 MM X 1524 MM) 49 EQUIPMENT ACCESS STEEL COVER EA 2,000.0000 2,000.00 1.000 2,000.00 S) (1220 MM X 1220 MM) 50 ACCESS HATCH (1220 MM X 1220 MM) EA 2,000.0000 2,000.00 1.000 2,000.00 S) 51 ACCESS HATCH (1372 MM X 3050 MM) EA 2,000.0000 2,000.00 1.000 2,000.00 S) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 53,440.00 5,344.000 53,440.00 SF) 53 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 126,500.00 11,500.000 126,500.00 SF) 54 PUMPING PLANT METAL WORK KG 16.0000 48,880.00 2,750.000 44,000.00 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 1,394.400 97,608.00 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 4.000 4,000.00 S) 59 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 5,000.00 2.000 5,000.00 S) 60 DELINEATOR (CLASS 1) EA 50.0000 3,000.00 30.000 1,500.00 30.000 1,500.00 61 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 800.00 0.000 0.00 62 METAL BEAM GUARD RAILING (WOOD POST) M 110.0000 139,700.00 306.020 33,662.20 738.960 81,285.60 S) 63 CHAIN LINK RAILING (TYPE 7) M 225.0000 110,250.00 229.000 51,525.00 S) 64 DECORATIVE METAL RAILING M 550.0000 1,223,750.00 374.000 205,700.00 1,880.500 1,034,275.00 SF) 65 PEDESTRIAN BARRICADE EA 600.0000 2,400.00 4.000 2,400.00 PROGRAM CAS145 PAGE 11 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 91.000 30,030.00 SF) 67 TUBULAR HANDRAILING M 310.0000 110,360.00 319.000 98,890.00 SF) 68 CONCRETE BARRIER (TYPE 26A) M 310.0000 105,400.00 279.000 86,490.00 F) 69 CONCRETE BARRIER (TYPE 26 MODIFIED) M 320.0000 183,040.00 39.000 12,480.00 572.000 183,040.00 F) 70 CABLE RAILING M 60.0000 40,740.00 100.000 6,000.00 679.000 40,740.00 SF) 71 TRANSITION RAILING (TYPE WB) EA 5,000.0000 50,000.00 4.000 20,000.00 9.000 45,000.00 S) 72 END CAP EA 200.0000 3,600.00 5.000 1,000.00 10.000 2,000.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 11,000.00 1.000 1,000.00 3.000 3,000.00 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 3.000 9,000.00 8.000 24,000.00 S) 76 CRASH CUSHION (REACT 9CBB) EA 60,000.0000 120,000.00 1.000 60,000.00 2.000 120,000.00 S) 77 CRASH CUSHION (REACT 9SCBS) EA 60,000.0000 60,000.00 1.000 60,000.00 S) 78 CONCRETE BARRIER (TYPE 60) M 335.0000 834,150.00 261.000 87,435.00 79 CONCRETE BARRIER (TYPE 60A) M 360.0000 37,800.00 0.000 0.00 F) 80 CONCRETE BARRIER (TYPE 60C) M 630.0000 289,800.00 210.000 132,300.00 583.560 367,642.80 81 CONCRETE BARRIER (TYPE 60D) M 340.0000 1,059,100.00 2,925.000 994,500.00 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 62,000.00 248.000 62,000.00 F) 86 CONCRETE BARRIER (TYPE 736A) M 250.0000 683,250.00 2,690.000 672,500.00 F) 87 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 35,100.00 25.000 7,500.00 117.000 35,100.00 F) 88 CONCRETE BARRIER (TYPE 736B MODIFIED) M 300.0000 8,400.00 28.000 8,400.00 89 CONCRETE BARRIER (TYPE 736S/SV) M 300.0000 8,700.00 2.000 600.00 29.000 8,700.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 84,400.00 629.240 25,169.60 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 74,550.00 5,609.140 8,413.71 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 22,950.00 1,297.650 3,892.95 S) PROGRAM CAS145 PAGE 12 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,197.040 3,197.04 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 12,480.00 438.000 876.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 35,480.00 1,157.000 4,628.00 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 1.000 60,000.00 S) 03 TEMPORARY SIGNAL SYSTEM LS 780,000.0000 780,000.00 1.000 780,000.00 S) 04 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 0.920 138,000.00 S) 05 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 0.933 163,275.00 S) 06 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.964 106,040.00 S) 07 SIGNAL AND LIGHTING (LOCATION 4) LS 60,000.0000 60,000.00 0.999 59,940.00 S) 08 SIGNAL AND LIGHTING (LOCATION 5) LS 150,000.0000 150,000.00 0.926 138,900.00 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 0.531 132,750.00 S) 11 SIGNAL AND LIGHTING (LOCATION 8) LS 140,000.0000 140,000.00 0.960 134,400.00 S) 12 SIGNAL AND LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 1.000 10,000.00 S) (REMOVE) 13 LIGHTING (CITY STREET) LS 350,000.0000 350,000.00 0.992 347,200.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 1020,000.0000 1,020,000.00 0.006 6,120.00 0.676 689,520.00 S) 15 TEMPORARY LIGHTING SYSTEM LS 520,000.0000 520,000.00 1.000 520,000.00 S) 16 CHANGEABLE MESSAGE SIGN SYSTEM LS 70,000.0000 70,000.00 0.931 65,170.00 S) 17 INTERCONNECTION CONDUIT AND CABLE LS 70,000.0000 70,000.00 1.000 70,000.00 S) 18 COMMUNICATION SYSTEM LS 1950,000.0000 1,950,000.00 0.111 216,450.00 0.547 1,066,650.00 S) 19 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.498 4,980.00 S) (LOCATION 1) PROGRAM CAS145 PAGE 13 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.675 60,750.00 S) 22 TRAFFIC MONITORING STATION (LOCATION 2) LS 110,000.0000 110,000.00 0.059 6,490.00 0.830 91,300.00 S) 23 TRAFFIC MONITORING STATION (LOCATION 3) LS 120,000.0000 120,000.00 0.302 36,240.00 S) 24 CLOSED CIRCUIT TELEVISION LS 70,000.0000 70,000.00 0.472 33,040.00 S) (LOCATION 1) 25 CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 0.542 16,260.00 S) (LOCATION 2) 26 CLOSED CIRCUIT TELEVISION LS 60,000.0000 60,000.00 0.567 34,020.00 S) (LOCATION 3) 27 CLOSED CIRCUIT TELEVISION LS 50,000.0000 50,000.00 0.099 4,950.00 S) (LOCATION 4) 28 RAMP METERING SYSTEM (LOCATION 1) LS 175,000.0000 175,000.00 0.039 6,825.00 0.796 139,300.00 S) 29 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.932 37,280.00 S) 30 RAMP METERING SYSTEM (LOCATION 3) LS 110,000.0000 110,000.00 0.184 20,240.00 S) 31 RAMP METERING SYSTEM LS 240,000.0000 240,000.00 0.857 205,680.00 S) (LOCATION 4 & 5) 32 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) (REMOVE) 33 TEMPORARY RAMP METERING SYSTEM LS 250,000.0000 250,000.00 0.770 192,500.00 S) 34 SYSTEM TESTING AND DOCUMENTATION LS 90,000.0000 90,000.00 0.100 9,000.00 0.100 9,000.00 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 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 08:46 AM ESTIMATE NO. 51 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 05/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,271,499.07 159,020,588.69 ADJUSTMENT OF COMPENSATION 169,162.30 2,961,614.72 EXTRA WORK 88,255.85 4,300,780.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,528,917.22 166,282,984.08 38 MOBILIZATION LS 9300,000.0000 19,300,000.00 1.000 19,300,000.00 ORIGINAL CONTRACT AMOUNT 193,379,599.00 TOTAL WORK COMPLETED 5,528,917.22 185,582,984.08 MATERIALS ON HAND ON SITE 308,010.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 15,000.00 -151,000.00 TOTAL 5,543,917.22 185,739,994.37 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 08/30/10 1471 0 72 0 93% 92% PROGRESS IS SATISFACTORY BUI, DA KEN G. RESIDENT ENGINEER PROGRAM CAS145 DATE 05/27/10