PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/27/10 EST. NO.56 TIME 01:40 PM 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 1844 538.80 E.W. @ F.A.(+) 073010 Y 4349.0 1845 402.14 093010 Y 4409.0 1846 853.68 092710 Y 4410.0 1847 409.87 092910 Y 4411.0 1849 654.01 092710 Y 4415.0 1852 580.78 072806 N 28.2 0 1853 580.78 072606 N 27.2 0 002 0273 2,932.15 E.W. @ F.A.(+) 092309 N 4062.2 0277 1,253.42 072810 Y 4345.0 0279 252.29 080910 N 4363.0 0282 795.74 072110 N 4405.0 0283 135.54 090310 N 4406.0 0284 211.96 080910 N 4363.1 003 0001 701.68 E.W. @ F.A.(+) 050307 N 0800.0 007 0327 227.59 E.W. @ F.A.(+) 030807 N 0801.0 0338 285.00 061810 N 4297.0 0345 1,291.71 072910 Y 4343.0 0346 991.39 072810 Y 4344.0 0347 1,141.56 080410 Y 4351.0 0348 690.06 080510 Y 4352.0 0349 676.07 080510 Y 4353.0 0350 991.39 080610 Y 4357.0 0351 1,333.16 080910 Y 4358.0 0352 1,291.71 081010 Y 4359.0 0353 390.75 081210 Y 4360.0 0354 1,153.97 082510 N 4375.0 0355 1,211.75 072210 N 4374.0 0356 1,215.64 092710 N 4432.0 0357 1,408.58 092810 Y 4412.0 0358 2,833.36 092710 Y 4416.0 0359 580.52 092410 Y 4420.0 0360 691.07 092210 Y 4423.0 0361 916.14 092210 Y 4425.0 0362 365.74 092310 Y 4426.0 0363 1,620.85 092210 N 4429.0 0364 1,878.61 092310 N 4430.0 0365 1,726.27 092410 N 4431.0 034 0197 308.26 E.W. @ F.A.(+) 090309 Y 3939.0 055 0044 534.66 E.W. @ F.A.(+) 022707 N 0569.1 057 0056 90.71 E.W. @ F.A.(+) 032907 Y 0629.1 077 0001 1,308.25 E.W. @ F.A.(+) 022108 Y 1487.0 0004 1,313.79 022708 Y 1466.0 0005 1,533.02 030608 Y 1567.0 086 0010 847.66 A.C. @ L.S.(+) 101310 N 00 0 087 0001 7,360.19 E.W. @ F.A.(+) 041608 N 1790.1 0002 4,144.85 041708 N 1791.1 0003 8,439.10 042108 N 1792.1 0004 953.23 122408 N 2836.1 0005 325.47 041708 Y 1669.1 098 0001 313.62 E.W. @ F.A.(+) 041008 N 2409.0 0002 374.23 032408 Y 1573.0 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 10/27/10 EST. NO.56 TIME 01:40 PM 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 --------------------------------------------------------------------------- 101 0003 1,146.45 E.W. @ F.A.(+) 123107 Y 1307.0 0004 1,101.14 031108 Y 1519.0 0010 11,390.79 122807 Y 1498.0 0011 35.10 123107 Y 1307.1 133 0030 563.28 E.W. @ F.A.(+) 071409 Y 3420.2 153 0002 3,335.69 A.C. @ L.S.(+) 101310 N 00 0 156 0034 194.47 E.W. @ F.A.(+) 061609 Y 3305.1 157 0001 479.66 E.W. @ F.A.(+) 042109 Y 3161.0 178 0004 4,623.52 E.W. @ F.A.(+) 060410 N 4301.0 0012 981.91 072110 Y 4323.0 0021 398.46 072910 Y 4346.1 0022 264.09 072910 N 4355.0 0023 996.77 073010 N 4356.0 180 0001 4,000.00 A.C. @ L.S.(+) 101410 N 00 0 181 0032 14.60 E.W. @ F.A.(+) 050310 Y 4211.1 186 0002 38,775.00 A.C. @ L.S.(+) 101310 N 00 0 187 0001 619.71 E.W. @ F.A.(+) 050510 Y 4214.2 0002 143.00 050510 Y 4214.3 190 0001 2,008.87 E.W. @ F.A.(+) 081110 N 4365.0 134,135.28 TOTAL THIS ESTIMATE 7,501,479.64 TOTAL PREVIOUS ESTIMATE 7,635,614.92 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/27/10 EST. NO.56 TIME 01:40 PM 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 LATE CLOSURE PICKUP 104,000.00 56 OUT OF STATE INSPECT -25,000.00 56 RESTAKING CHARGES -40,552.72 56 38,447.28 -97,552.72 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 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 10/27/10 EST. NO.56 TIME 01:40 PM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ALCORN FENCE #38 1,000.00 42 ALCORN FENCE -1,000.00 42 AVAR -1,000.00 42 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 DELQ C/P -5,000.00 56 PER EST.#56 DELQ C/P 10,000.00 56 5,000.00 -10,000.00 TOTAL DEDUCTIONS 43,447.28 -107,552.72 PROGRAM CAS145 PAGE 1 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 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 8.000 110,400.00 1,602.000 22,107,600.00 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 0.010 10,000.00 1.000 1,000,000.00 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 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.007 3,150.00 1.000 450,000.00 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 32,800.00 769.430 30,777.20 S) 29 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 118,000.00 144,022.094 144,022.09 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 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 0.010 2,700.00 1.000 270,000.00 S) 36 TEMPORARY RAILING (TYPE K) M 30.0000 1,521,000.00 48,723.612 1,461,708.36 37 TEMPORARY CRASH CUSHION MODULE EA 165.0000 189,750.00 1,391.000 229,515.00 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 5,959.680 59,596.80 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 1,932.000 3,864.00 18,159.754 36,319.51 48 REMOVE PAVEMENT MARKING M2 26.0000 30,160.00 66.260 1,722.76 402.670 10,469.42 S) 49 REMOVE PAVEMENT MARKER EA 1.0000 7,570.00 960.000 960.00 7,988.000 7,988.00 S) PROGRAM CAS145 PAGE 3 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,188.960 255,116.80 53 REMOVE INLET EA 360.0000 43,200.00 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 6.000 5,400.00 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 75,249.311 601,994.49 61 RELOCATE ROADSIDE SIGN EA 350.0000 3,500.00 4.000 1,400.00 10.000 3,500.00 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 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,500.00 1.000 1,500.00 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 1.000 300,000.00 94 DEVELOP WATER SUPPLY LS 175,000.0000 175,000.00 0.008 1,400.00 1.000 175,000.00 95 ROADWAY EXCAVATION M3 21.0000 6,825,000.00 323,367.950 6,790,726.95 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 91,350.00 609.000 91,350.00 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 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,619.000 2,123,800.00 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 26,250.00 113.710 39,798.50 08 SAND BACKFILL M3 500.0000 20,500.00 60.720 30,360.00 09 DITCH EXCAVATION M3 25.0000 44,750.00 801.890 20,047.25 10 ROCK BLANKET M2 95.0000 105,450.00 903.900 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 89,826.664 8,533,533.08 (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 23,824.330 3,692,771.15 27 ASPHALT CONCRETE (TYPE A) TONN 90.0000 2,691,000.00 30,557.130 2,750,141.70 28 ASPHALT CONCRETE (TYPE B) TONN 99.0000 3,702,600.00 22,691.820 2,246,490.18 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 4,086.930 81,738.60 AREA) PROGRAM CAS145 PAGE 6 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,446.360 10,124.52 32 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 2,940.00 394.000 2,758.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 840.00 105.300 737.10 34 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 5,110.00 879.770 6,158.39 35 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 3,780.00 678.920 4,752.44 36 CONCRETE PAVEMENT M3 228.0000 11,354,400.00 50,258.178 11,458,864.58 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 45,742.710 503,169.81 39 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 80,400.00 1,958.600 11,751.60 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 16.600 16,268.00 236.400 231,672.00 F) PROGRAM CAS145 PAGE 7 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 688,800.00 539.420 755,188.00 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 55.000 2,750.00 16,342.000 817,100.00 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 0.200 44.00 2,218.000 487,960.00 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 72.000 8,640.00 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 2,475.000 6,187.50 26,298.000 65,745.00 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 6,438,060.00 178,835.000 6,438,060.00 SF) 80 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 71,920.00 8,990.000 71,920.00 F) 81 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 8,990.00 8,990.000 8,990.00 SF) 82 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 1,584,990.00 158,499.000 1,584,990.00 F) 83 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 158,499.00 158,499.000 158,499.00 SF) 84 FURNISH LAMINATED PANEL SIGN M2 325.0000 156,000.00 377.000 122,525.00 (25.4 MM-TYPE A) PROGRAM CAS145 PAGE 8 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.110 613.20 (1.6 MM-UNFRAMED) 86 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 9,100.00 10.540 1,370.20 (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 81.810 245,430.00 S) CONCRETE PILE (SIGN FOUNDATION) 91 METAL (ROADSIDE SIGN) KG 25.0000 9,625.00 325.000 8,125.00 710.000 17,750.00 F) 92 METAL (RAIL MOUNTED SIGN) KG 25.0000 55,825.00 1,540.000 38,500.00 1,694.000 42,350.00 F) 93 ROADSIDE SIGN - ONE POST EA 520.0000 57,200.00 10.000 5,200.00 98.000 50,960.00 94 ROADSIDE SIGN - TWO POST EA 1,400.0000 44,800.00 4.000 5,600.00 25.000 35,000.00 95 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 11,600.00 7.000 1,400.00 49.000 9,800.00 METHOD) 96 INSTALL SIGN OVERLAY M2 500.0000 16,500.00 33.050 16,525.00 33.050 16,525.00 97 INSTALL ROADSIDE SIGN EA 2,800.0000 8,400.00 2.000 5,600.00 2.000 5,600.00 (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 3,603.390 2,540,389.95 (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 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 557,600.00 629.630 516,296.60 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 5.000 150,000.00 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 85.020 18,704.40 (COBBLE, METHOD B) 37 SLOPE PAVING (CONCRETE) M3 550.0000 141,900.00 120.950 66,522.50 368.000 202,400.00 F) 38 MINOR CONCRETE (DITCH LINING) M3 600.0000 120,000.00 216.860 130,116.00 PROGRAM CAS145 PAGE 10 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,700.00 176.510 1,765.10 40 MINOR CONCRETE (MISCELLANEOUS M3 570.0000 163,590.00 309.890 176,637.30 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 -44.670 -25,461.90 1,174.975 669,735.75 AND DRIVEWAY) 43 MINOR CONCRETE (GUTTER) M 100.0000 142,100.00 116.980 11,698.00 1,415.000 141,500.00 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 1.000 450,000.00 S) 46 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 1.000 100,000.00 S) 47 MISCELLANEOUS IRON AND STEEL KG 3.0000 147,915.00 360.000 1,080.00 50,353.000 151,059.00 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 3,055.000 48,880.00 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 105,000.00 227.000 15,890.00 1,730.100 121,107.00 S) 57 PICKET FENCING M 800.0000 664,000.00 834.440 667,552.00 S) 58 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 7.000 7,000.00 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 61 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 800.00 0.000 0.00 62 METAL BEAM GUARD RAILING (WOOD POST) M 110.0000 139,700.00 788.460 86,730.60 S) 63 CHAIN LINK RAILING (TYPE 7) M 225.0000 110,250.00 440.000 99,000.00 S) 64 DECORATIVE METAL RAILING M 550.0000 1,223,750.00 0.440 242.00 2,225.000 1,223,750.00 SF) 65 PEDESTRIAN BARRICADE EA 600.0000 2,400.00 4.000 2,400.00 PROGRAM CAS145 PAGE 11 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 PIPE HANDRAILING M 330.0000 35,310.00 107.000 35,310.00 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 183,040.00 572.000 183,040.00 F) 70 CABLE RAILING M 60.0000 40,740.00 679.000 40,740.00 SF) 71 TRANSITION RAILING (TYPE WB) EA 5,000.0000 50,000.00 1.000 5,000.00 11.000 55,000.00 S) 72 END CAP EA 200.0000 3,600.00 12.000 2,400.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 11,000.00 4.000 4,000.00 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 10.000 30,000.00 S) 76 CRASH CUSHION (REACT 9CBB) EA 60,000.0000 120,000.00 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 1,706.800 571,778.00 79 CONCRETE BARRIER (TYPE 60A) M 360.0000 37,800.00 105.000 37,800.00 F) 80 CONCRETE BARRIER (TYPE 60C) M 630.0000 289,800.00 615.560 387,802.80 81 CONCRETE BARRIER (TYPE 60D) M 340.0000 1,059,100.00 3,114.000 1,058,760.00 F) 82 CONCRETE BARRIER (TYPE 60E) M 310.0000 86,800.00 212.400 65,844.00 83 CONCRETE BARRIER (TYPE 60C MODIFIED) M 210.0000 96,600.00 381.200 80,052.00 84 CONCRTE BARRIER (TYPE 60E MODIFIED) M 310.0000 43,400.00 174.400 54,064.00 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 35,100.00 117.000 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 29.000 8,700.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 84,400.00 705.950 28,238.00 2,084.200 83,368.00 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 74,550.00 16,314.000 24,471.00 56,583.140 84,874.71 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 22,950.00 1,200.000 3,600.00 7,361.650 22,084.95 S) PROGRAM CAS145 PAGE 12 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,410.00 415.000 1,245.00 3,229.000 9,687.00 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 7,176.000 7,176.00 32,852.000 32,852.00 S) (BROKEN 10.98 M - 3.66 M) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,780.00 1,101.000 1,101.00 7,216.040 7,216.04 S) (BROKEN 5.18 M - 2.14 M) 97 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,140.00 1,738.000 5,214.00 S) (BROKEN 10.98 M - 3.66 M) 98 PAINT TRAFFIC STRIPE (2-COAT - BLACK) M 1.0000 35,000.00 22,369.000 22,369.00 40,240.000 40,240.00 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 12,480.00 1,774.000 3,548.00 7,536.000 15,072.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 35,480.00 5,203.000 20,812.00 9,722.000 38,888.00 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 1.000 150,000.00 S) 05 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 1.000 175,000.00 S) 06 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 1.000 110,000.00 S) 07 SIGNAL AND LIGHTING (LOCATION 4) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 08 SIGNAL AND LIGHTING (LOCATION 5) LS 150,000.0000 150,000.00 1.000 150,000.00 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 0.439 109,750.00 1.000 250,000.00 S) 11 SIGNAL AND LIGHTING (LOCATION 8) LS 140,000.0000 140,000.00 0.040 5,600.00 1.000 140,000.00 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 1.000 350,000.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 1020,000.0000 1,020,000.00 0.055 56,100.00 1.000 1,020,000.00 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 1.000 70,000.00 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 0.050 97,500.00 1.000 1,950,000.00 S) 19 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) (LOCATION 1) PROGRAM CAS145 PAGE 13 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 90,000.00 S) 22 TRAFFIC MONITORING STATION (LOCATION 2) LS 110,000.0000 110,000.00 1.000 110,000.00 S) 23 TRAFFIC MONITORING STATION (LOCATION 3) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 24 CLOSED CIRCUIT TELEVISION LS 70,000.0000 70,000.00 0.051 3,570.00 1.000 70,000.00 S) (LOCATION 1) 25 CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 0.041 1,230.00 1.000 30,000.00 S) (LOCATION 2) 26 CLOSED CIRCUIT TELEVISION LS 60,000.0000 60,000.00 0.016 960.00 1.000 60,000.00 S) (LOCATION 3) 27 CLOSED CIRCUIT TELEVISION LS 50,000.0000 50,000.00 0.006 300.00 1.000 50,000.00 S) (LOCATION 4) 28 RAMP METERING SYSTEM (LOCATION 1) LS 175,000.0000 175,000.00 1.000 175,000.00 S) 29 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.002 80.00 1.000 40,000.00 S) 30 RAMP METERING SYSTEM (LOCATION 3) LS 110,000.0000 110,000.00 1.000 110,000.00 S) 31 RAMP METERING SYSTEM LS 240,000.0000 240,000.00 1.000 240,000.00 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 0.230 57,500.00 1.000 250,000.00 S) 34 SYSTEM TESTING AND DOCUMENTATION LS 90,000.0000 90,000.00 0.900 81,000.00 1.000 90,000.00 S) 35 TRAINING LS 20,000.0000 20,000.00 1.000 20,000.00 1.000 20,000.00 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 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 01:40 PM ESTIMATE NO. 56 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 10/20/10 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 864,416.86 170,292,268.94 ADJUSTMENT OF COMPENSATION 46,958.35 2,898,219.70 EXTRA WORK 87,176.93 4,737,395.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 998,552.14 177,927,883.86 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 998,552.14 197,227,883.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 43,447.28 -107,552.72 TOTAL 1,041,999.42 197,120,331.14 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 10/29/10 1610 0 72 15 99% 100% PROGRESS IS SATISFACTORY BUI, DA KEN G. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/10