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 03/22/11 EST. NO.03 TIME 11:09 AM R.E. NAME: BUI, KEN 12-071634 --------------------------------------------------------------------------- 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 0001 1,174.31 E.W. @ F.A.(+) 012811 N 0004.0 0002 2,949.24 012711 N 0003.0 003 0001 1,913.46 E.W. @ F.A.(+) 012011 N 0001.0 0002 2,950.00 020411 N 0005.0 011 0001 11,000.00 E.W. @ F.A.(+) 020811 N 0002.0 012 0002 825.00 E.W. @ F.A.(+) 021611 N 0006.0 20,812.01 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 20,812.01 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 03/22/11 EST. NO.03 TIME 11:09 AM R.E. NAME: BUI, KEN 12-071634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 03 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 LOCATION PROGRESS ESTIMATE 12-ORA-22-0.6/0.9 ----------------- ATKINSON CONTRACTORS L P IN ORANGE COUNTY IN SEAL BEACH, 27422 PORTOLA PARKWAY STE 250 LONG BEACH AND LOS ALAMITOS ON FOOTHILL RANCH CA 92610 ROUTES 22, 405 AND 605 FED. AID NO. CMLN-6071(71) ,N-6071(71) RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 7,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,540.0000 3,251,200.00 28.000 71,120.00 76.000 193,040.00 04 TEMPORARY FENCE LF 6.5000 98,150.00 5,000.000 32,500.00 5,000.000 32,500.00 05 TEMPORARY SUPPORT LS 125,000.0000 125,000.00 0.000 0.00 06 TEMPORARY 18" DOWNDRAIN LF 40.0000 4,800.00 0.000 0.00 07 18" TEMPORARY CULVERT LF 36.0000 20,160.00 0.000 0.00 08 24" TEMPORARY CULVERT LF 38.0000 29,640.00 0.000 0.00 09 36" TEMPORARY CULVERT LF 54.0000 8,100.00 0.000 0.00 10 PLACE TEMPORARY HOT MIX ASPHALT DIKE LF 3.0000 1,050.00 0.000 0.00 11 TEMPORARY PIPE INLET LF 340.0000 12,580.00 0.000 0.00 12 TEMPORARY FLARED END SECTION EA 605.0000 2,420.00 0.000 0.00 13 TEMPORARY ROCK SLOPE PROTECTION TON 127.0000 254.00 0.000 0.00 14 TEMPORARY MINOR CONCRETE CY 720.0000 5,040.00 0.000 0.00 15 TEMPORARY STRUCTURAL CONCRETE (BOX CY 650.0000 6,500.00 0.000 0.00 CULVERT) 16 CONSTRUCTION SITE MANAGEMENT LS 110,000.0000 110,000.00 0.000 0.00 17 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.500 2,000.00 0.500 2,000.00 PREVENTION PLAN 18 TEMPORARY FIBER ROLL LF 3.0000 206,700.00 3,800.000 11,400.00 3,800.000 11,400.00 19 TEMPORARY CONSTRUCTION ENTRANCE EA 782.0000 56,304.00 0.000 0.00 20 MOVE-IN/MOVE-OUT EA 500.0000 9,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 119.0000 83,300.00 4.000 476.00 4.000 476.00 22 STREET SWEEPING LS 95,000.0000 95,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CONCRETE WASHOUT BIN EA 2,400.0000 180,000.00 0.000 0.00 24 TEMPORARY SOIL BINDER SQYD 0.0600 18,720.00 0.000 0.00 25 CONSTRUCTION AREA SIGNS LS 490,000.0000 490,000.00 0.143 70,070.00 26 TRAFFIC CONTROL SYSTEM LS 1300,000.0000 1,300,000.00 0.024 31,200.00 27 TYPE II BARRICADE EA 500.0000 15,500.00 0.000 0.00 28 TYPE III BARRICADE EA 80.0000 2,160.00 0.000 0.00 29 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2000 22,220.00 498.000 1,095.60 1,002.000 2,204.40 30 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 70,400.00 14,484.000 2,896.80 27,662.000 5,532.40 31 CHANNELIZER (EMBEDDED) EA 90.0000 1,530.00 0.000 0.00 32 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 75,150.00 46.000 2,070.00 87.000 3,915.00 33 TEMPORARY PAVEMENT MARKER EA 2.6000 172,640.00 286.000 743.60 4,972.000 12,927.20 34 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,650.0000 13,200.00 0.000 0.00 35 TEMPORARY TERMINAL SECTION (TYPE K) MOD EA 1,770.0000 10,620.00 0.000 0.00 36 TEMPORARY RAILING (TYPE 60R) MOD EA 14,000.0000 56,000.00 0.000 0.00 37 PORTABLE CHANGEABLE MESSAGE SIGN LS 184,000.0000 184,000.00 0.000 0.00 38 TEMPORARY RAILING (TYPE K) LF 6.0000 1,308,000.00 1,500.000 9,000.00 8,580.000 51,480.00 39 TEMPORARY CRASH CUSHION MODULE EA 95.0000 163,400.00 11.000 1,045.00 53.000 5,035.00 40 TEMPORARY TRAFFIC SCREEN LF 2.0000 195,200.00 1,830.000 3,660.00 41 TEMPORARY CURB RAMP DETECTABLE WARNING SQFT 12.0000 1,440.00 0.000 0.00 SURFACE 42 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2000 21,840.00 5,646.000 6,775.20 5,646.000 6,775.20 STRIPE (HAZARDOUS WASTE) 43 REMOVE CHAIN LINK FENCE LF 5.0000 23,700.00 0.000 0.00 44 REMOVE METAL BEAM GUARD RAILING LF 7.0000 66,080.00 350.000 2,450.00 350.000 2,450.00 45 REMOVE PAVEMENT MARKING SQFT 2.6000 2,002.00 512.000 1,331.20 1,016.000 2,641.60 46 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 115,600.00 8,969.000 3,587.60 53,991.000 21,596.40 47 REMOVE PAVEMENT MARKER EA 0.7000 12,180.00 247.000 172.90 4,461.000 3,122.70 48 REMOVE ROADSIDE SIGN EA 125.0000 11,875.00 0.000 0.00 49 REMOVE ROADSIDE SIGN EA 200.0000 5,200.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 3 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE SIGN STRUCTURE EA 4,600.0000 78,200.00 0.000 0.00 51 REMOVE DRAINAGE FACILITY EA 725.0000 44,225.00 0.000 0.00 52 REMOVE CULVERT LF 17.0000 47,430.00 0.000 0.00 53 REMOVE SLOPE DRAIN EA 1,545.0000 4,635.00 0.000 0.00 54 REMOVE REINFORCED CONCRETE BOX CULVERT LF 17.0000 16,830.00 0.000 0.00 55 REMOVE RETAINING WALL SQFT 2.0000 18,120.00 772.300 1,544.60 772.300 1,544.60 56 REMOVE CONCRETE PAVEMENT SQYD 5.0000 203,500.00 0.000 0.00 57 ADJUST MANHOLE TO GRADE EA 3,315.0000 3,315.00 0.000 0.00 58 MODIFY SIGN STRUCTURE EA 3,500.0000 3,500.00 0.000 0.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 42,200.00 0.000 0.00 60 REMOVE CONCRETE (HEADWALL) CY 195.0000 3,510.00 1.800 351.00 1.800 351.00 61 REMOVE CONCRETE CURB LF 2.0000 12,400.00 0.000 0.00 62 REMOVE CONCRETE SIDEWALK SQFT 0.6500 3,289.00 0.000 0.00 63 REMOVE CONCRETE (CHANNEL) CY 21.0000 10,080.00 0.000 0.00 64 REMOVE CONCRETE BARRIER LF 7.0000 128,800.00 623.000 4,361.00 673.000 4,711.00 65 REMOVE CONCRETE (DITCH) LF 7.2500 97,150.00 0.000 0.00 66 REMOVE CONCRETE (MISCELLANEOUS) SQFT 74.0000 5,624.00 0.000 0.00 67 REMOVE SOUND WALL SQFT 1.5000 58,950.00 23,367.790 35,051.69 23,367.790 35,051.69 68 REMOVE CRASH CUSHION (SAND FILLED) EA 2,940.0000 2,940.00 0.000 0.00 69 BRIDGE REMOVAL, LOCATION A LS 147,000.0000 147,000.00 0.000 0.00 70 BRIDGE REMOVAL, LOCATION B LS 137,000.0000 137,000.00 0.000 0.00 71 BRIDGE REMOVAL, LOCATION D LS 71,500.0000 71,500.00 0.000 0.00 72 BRIDGE REMOVAL, LOCATION E LS 116,500.0000 116,500.00 0.000 0.00 73 BRIDGE REMOVAL (PORTION), LOCATION F LS 16,500.0000 16,500.00 0.000 0.00 74 BRIDGE REMOVAL (PORTION), LOCATION 10 LS 30,700.0000 30,700.00 0.000 0.00 75 CLEARING AND GRUBBING LS 650,000.0000 650,000.00 0.250 162,500.00 0.350 227,500.00 76 DEVELOP WATER SUPPLY LS 180,000.0000 180,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION CY 10.0000 3,560,000.00 0.000 0.00 78 ROADWAY EXCAVATION (TYPE Z-3) CY 253.0000 824,780.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 79 ROADWAY EXCAVATION (TYPE Y-1) CY 6.6000 57,420.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 80 ROADWAY EXCAVATION (TYPE Y-2) CY 6.0000 16,320.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 81 LEAD COMPLIANCE PLAN LS 8,500.0000 8,500.00 1.000 8,500.00 82 ADL BURIAL LOCATION REPORT LS 22,000.0000 22,000.00 0.000 0.00 83 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 1,009,980.00 0.000 0.00 F) 84 STRUCTURE EXCAVATION (RETAINING WALL) CY 16.0000 91,648.00 0.000 0.00 F) 85 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 340,500.00 0.000 0.00 F) 86 STRUCTURE BACKFILL (SLURRY CEMENT) CY 86.0000 16,340.00 0.000 0.00 F) 87 BACKFILL (SLURRY CEMENT) CY 166.0000 8,466.00 0.000 0.00 88 STRUCTURE BACKFILL (RETAINING WALL) CY 13.0000 91,962.00 0.000 0.00 F) 89 PERVIOUS BACKFILL MATERIAL CY 65.0000 10,465.00 0.000 0.00 F) 90 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 14,300.00 0.000 0.00 F) WALL) 91 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 604,000.00 0.000 0.00 F) (CLASS II) 92 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 112,000.00 0.000 0.00 F) (CLASS IV) 93 DITCH EXCAVATION CY 11.0000 168,300.00 0.000 0.00 94 EARTH RETAINING STRUCTURE, LOCATION 3 SQFT 35.0000 528,500.00 0.000 0.00 F) 95 EARTH RETAINING STRUCTURE, LOCATION 4 SQFT 42.0000 1,054,200.00 0.000 0.00 F) 96 EARTH RETAINING STRUCTURE, LOCATION 5 SQFT 36.0000 621,000.00 0.000 0.00 F) 97 EARTH RETAINING STRUCTURE, LOCATION 6 SQFT 46.0000 184,000.00 0.000 0.00 F) 98 EARTH RETAINING STRUCTURE, LOCATION 7 SQFT 35.0000 313,250.00 0.000 0.00 F) 99 PRECAST CONCRETE WALL SQFT 45.0000 663,750.00 0.000 0.00 F) 00 IMPORTED BORROW CY 0.5000 74,500.00 0.000 0.00 01 HIGHWAY PLANTING LS 92,000.0000 92,000.00 0.000 0.00 02 ROCK BLANKET SQYD 59.0000 457,840.00 0.000 0.00 03 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0600 12,960.00 0.000 0.00 (SQFT) 05 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0400 49,600.00 0.000 0.00 06 TRANSPLANT PALM TREE LS 8,000.0000 8,000.00 0.000 0.00 07 MAINTAIN EXISTING PLANTED AREAS LS 172,000.0000 172,000.00 0.000 0.00 08 PLANT ESTABLISHMENT WORK LS 53,000.0000 53,000.00 0.000 0.00 09 MAINTAIN EXISTING IRRIGATION FACILITIES LS 80,000.0000 80,000.00 0.000 0.00 10 IRRIGATION SYSTEM LS 195,000.0000 195,000.00 0.092 17,940.00 11 12" CORRUGATED HIGH DENSITY LF 70.0000 82,600.00 0.000 0.00 F) POLYETHYLENE PIPE CONDUIT 12 EXTEND 6" CONDUIT LF 225.0000 4,500.00 0.000 0.00 F) 13 EXTEND 10" CONDUIT LF 97.0000 13,580.00 0.000 0.00 F) 14 CLASS 2 AGGREGATE SUBBASE CY 20.0000 44,600.00 0.000 0.00 15 CLASS 2 AGGREGATE BASE CY 20.0000 410,000.00 0.000 0.00 16 CLASS 3 AGGREGATE BASE CY 20.0000 95,000.00 0.000 0.00 17 LEAN CONCRETE BASE RAPID SETTING CY 585.0000 12,870.00 0.000 0.00 18 HOT MIX ASPHALT TON 66.0000 6,732,000.00 376.270 24,833.82 376.270 24,833.82 19 HOT MIX ASPHALT (OPEN GRADED) TON 77.5000 45,725.00 0.000 0.00 20 PAVEMENT REINFORCING FABRIC SQYD 2.8500 2,964.00 0.000 0.00 21 DATA CORE LS 10,000.0000 10,000.00 0.000 0.00 22 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 960.00 0.000 0.00 23 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 8,880.00 0.000 0.00 24 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 18,870.00 0.000 0.00 25 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 26,130.00 0.000 0.00 26 PLACE HOT MIX ASPHALT SQYD 17.0000 4,760.00 0.000 0.00 (MISCELLANEOUS AREA) 27 TACK COAT TON 600.0000 28,200.00 0.000 0.00 28 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 4,912,500.00 0.000 0.00 29 CONCRETE PAVEMENT (RAMP TERMINI) CY 220.0000 66,000.00 0.000 0.00 30 CONCRETE PAVEMENT (RAMP TERMINI RAPID CY 545.0000 25,070.00 0.000 0.00 STRENGTH CONCRETE) PROGRAM CAS145 PAGE 6 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SEAL PAVEMENT JOINT LF 1.4500 218,950.00 0.000 0.00 32 SEAL ISOLATION JOINT LF 6.3000 192,150.00 0.000 0.00 33 FURNISH 48" STEEL PIPE PILING LF 380.0000 1,040,820.00 0.000 0.00 34 DRIVE 48" STEEL PIPE PILE EA 24,000.0000 576,000.00 0.000 0.00 35 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 26.0000 35,776.00 0.000 0.00 36 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 22.0000 59,114.00 0.000 0.00 37 FURNISH PILING (CLASS 200) LF 45.0000 3,533,670.00 0.000 0.00 (ALTERNATIVE W) 38 DRIVE PILE (CLASS 200) EA 1,300.0000 1,761,500.00 0.000 0.00 (ALTERNATIVE W) 39 FURNISH PILING (CLASS 200) LF 21.0000 1,043,910.00 0.000 0.00 (ALTERNATIVE X) 40 DRIVE PILE (CLASS 200)(ALTERNATIVE X) EA 1,300.0000 1,144,000.00 0.000 0.00 41 16" CAST-IN-DRILLED-HOLE CONCRETE LF 31.0000 264,740.00 0.000 0.00 PILING (SOUND WALL) 42 24" CAST-IN-DRILLED-HOLE CONCRETE LF 28.0000 23,520.00 0.000 0.00 PILING (SOUND WALL) 43 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2100,000.0000 2,100,000.00 0.000 0.00 44 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 130.0000 1,018,810.00 0.000 0.00 F) 45 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 16,516,000.00 0.000 0.00 F) 46 STRUCTURAL CONCRETE, RETAINING WALL CY 320.0000 704,000.00 0.000 0.00 F) 47 STRUCTURAL CONCRETE, BARRIER SLAB CY 340.0000 750,380.00 0.000 0.00 F) 48 STRUCTURAL CONCRETE, APPROACH SLAB CY 520.0000 411,840.00 0.000 0.00 F) (TYPE N) 49 STRUCTURAL CONCRETE, BOX CULVERT CY 720.0000 1,232,640.00 19.700 14,184.00 19.700 14,184.00 F) 50 CLASS 1 CONCRETE (BIXBY CHANNEL) CY 280.0000 711,480.00 0.000 0.00 F) 51 MINOR CONCRETE (MINOR STRUCTURE) CY 770.0000 906,290.00 0.000 0.00 F) 52 MINOR CONCRETE (SOUND WALL) CY 235.0000 109,510.00 0.000 0.00 F) 53 FRACTURED RIB TEXTURE SQFT 10.0000 256,920.00 0.000 0.00 F) 54 SLATE TEXTURE SQFT 91.0000 7,280.00 0.000 0.00 F) 55 DRILL AND BOND DOWEL LF 30.0000 2,250.00 0.000 0.00 56 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 28.0000 952.00 0.000 0.00 57 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 1,247,484.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PTFE BEARING EA 4,100.0000 73,800.00 0.000 0.00 59 PTFE SPHERICAL BEARING EA 8,140.0000 122,100.00 0.000 0.00 60 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 360.0000 15,120.00 0.000 0.00 61 JOINT SEAL ASSEMBLY (MR 3") LF 360.0000 68,040.00 0.000 0.00 62 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 360.0000 52,920.00 0.000 0.00 63 JOINT SEAL ASSEMBLY (MR 5") LF 755.0000 31,710.00 0.000 0.00 64 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 755.0000 44,545.00 0.000 0.00 65 JOINT SEAL ASSEMBLY (MR 6") LF 755.0000 76,255.00 0.000 0.00 66 JOINT SEAL (MR 2") LF 120.0000 7,200.00 0.000 0.00 67 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,115.0000 65,785.00 0.000 0.00 68 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 1,745.0000 102,955.00 0.000 0.00 69 JOINT SEAL ASSEMBLY (MR 13") LF 2,080.0000 122,720.00 0.000 0.00 70 BAR REINFORCING STEEL (BRIDGE) LB 0.6200 6,603,558.00 0.000 0.00 F) 71 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 214,038.75 0.000 0.00 F) 72 BAR REINFORCING STEEL (SOUND WALL) LB 0.9300 48,732.00 0.000 0.00 F) 73 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6400 161,280.00 0.000 0.00 F) 74 BAR REINFORCING STEEL (CHANNEL) LB 0.8600 234,663.90 0.000 0.00 F) 75 HEADED BAR REINFORCEMENT EA 7.0000 209,769.00 0.000 0.00 F) 76 FURNISH SIGN STRUCTURE (TRUSS) LB 2.1500 1,376,344.00 0.000 0.00 F) 77 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 160,040.00 0.000 0.00 F) 78 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 8.0000 69,280.00 0.000 0.00 79 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 2,250.00 0.000 0.00 80 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 4,650.00 0.000 0.00 81 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 5,340.00 0.000 0.00 (0.063"-UNFRAMED) 82 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.5000 3,965.00 0.000 0.00 (0.080"-UNFRAMED) 83 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,040.00 0.000 0.00 (0.063"-FRAMED) 84 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 2,550.00 0.000 0.00 (0.080"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 450.0000 63,000.00 0.000 0.00 (SIGN FOUNDATION) 86 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 765.0000 489,600.00 0.000 0.00 (SIGN FOUNDATION) 87 METAL (SOUND WALL MOUNTED SIGN) LB 15.0000 8,400.00 0.000 0.00 88 METAL (RAIL MOUNTED SIGN) LB 11.0000 16,830.00 0.000 0.00 89 ROADSIDE SIGN - ONE POST EA 485.0000 29,100.00 0.000 0.00 90 ROADSIDE SIGN - TWO POST EA 1,200.0000 15,600.00 0.000 0.00 91 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 7,175.00 0.000 0.00 METHOD) 92 INSTALL ROADSIDE SIGN EA 4,500.0000 18,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 93 FIELD LEAKAGE TESTING LF 20.0000 33,000.00 0.000 0.00 94 2" PLASTIC PIPE LF 2.0000 4,162.00 0.000 0.00 F) 95 3" PLASTIC PIPE LF 2.0000 6,912.00 0.000 0.00 F) 96 4" PLASTIC PIPE LF 3.0000 11,427.00 0.000 0.00 F) 97 18" REINFORCED CONCRETE PIPE LF 56.0000 115,920.00 0.000 0.00 98 24" REINFORCED CONCRETE PIPE LF 67.0000 558,110.00 0.000 0.00 99 36" REINFORCED CONCRETE PIPE LF 103.0000 32,960.00 0.000 0.00 00 48" REINFORCED CONCRETE PIPE LF 345.0000 10,350.00 0.000 0.00 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 DRAINAGE INLET MARKER EA 250.0000 750.00 0.000 0.00 03 GRATED LINE DRAIN LF 95.0000 195,700.00 0.000 0.00 04 12" WELDED STEEL PIPE CASING (BRIDGE) LF 130.0000 24,960.00 0.000 0.00 05 24" WELDED STEEL PIPE CASING (BRIDGE) LF 135.0000 40,770.00 0.000 0.00 06 36" WELDED STEEL PIPE CASING (BRIDGE) LF 190.0000 21,280.00 0.000 0.00 07 16" WELDED STEEL PIPE (0.375" WALL LF 69.0000 11,040.00 0.000 0.00 THICKNESS) 08 24" WELDED STEEL PIPE (0.375" WALL LF 173.0000 6,055.00 0.000 0.00 THICKNESS) 09 18" ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 0.000 0.00 10 24" ALTERNATIVE FLARED END SECTION EA 650.0000 1,950.00 0.000 0.00 11 ROCK SLOPE PROTECTION TON 245.0000 9,800.00 0.000 0.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 9 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE (DITCH LINING) CY 300.0000 417,000.00 0.000 0.00 13 SLOPE PAVING (CONCRETE) CY 375.0000 29,625.00 0.000 0.00 F) 14 SLOPE PAVING (CONCRETE)(RIVER COBBLE) CY 465.0000 70,215.00 0.000 0.00 F) 15 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 20,875.00 0.000 0.00 16 MINOR CONCRETE (CURB,GUTTER,SIDEWALK,BUS CY 300.0000 150,000.00 0.000 0.00 PAD,ROCK BLANKET AND ANCHOR BLOCK) 17 MISCELLANEOUS IRON AND STEEL LB 1.5000 187,257.00 0.000 0.00 F) 18 ISOLATION CASING LB 3.0000 149,100.00 0.000 0.00 F) 19 MISCELLANEOUS METAL LB 17.0000 42,925.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 20 MISCELLANEOUS METAL (BRIDGE) LB 6.5000 14,430.00 0.000 0.00 F) 21 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 200,640.00 0.000 0.00 F) 22 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 39,750.00 0.000 0.00 23 12' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 8,500.00 0.000 0.00 24 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 0.000 0.00 25 METAL BEAM GUARD RAILING (WOOD POST) LF 19.5000 362,700.00 0.000 0.00 26 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 1,680.00 0.000 0.00 27 CHAIN LINK RAILING (TYPE 7) LF 54.5000 68,779.00 0.000 0.00 F) 28 TUBULAR HANDRAILING LF 44.0000 47,696.00 0.000 0.00 F) 29 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 126.0000 293,832.00 0.000 0.00 F) 30 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 10,200.00 0.000 0.00 (WOOD POST) 31 CABLE RAILING LF 20.0000 1,800.00 0.000 0.00 F) 32 TRANSITION RAILING (TYPE WB) EA 2,800.0000 42,000.00 0.000 0.00 33 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 18,200.00 0.000 0.00 34 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,125.0000 9,375.00 0.000 0.00 35 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 69,750.00 0.000 0.00 36 CRASH CUSHION (REACT 9SCBS) EA 48,200.0000 192,800.00 0.000 0.00 37 CONCRETE BARRIER (TYPE 60) LF 54.0000 427,680.00 0.000 0.00 38 CONCRETE BARRIER (TYPE 60C) LF 72.0000 46,800.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 60D) LF 228.0000 4,104.00 0.000 0.00 40 CONCRETE BARRIER (TYPE 60G) LF 47.0000 438,980.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 60GA) LF 45.0000 133,290.00 0.000 0.00 F) 42 CONCRETE BARRIER (TYPE 60GC) LF 74.0000 24,420.00 0.000 0.00 43 CONCRETE BARRIER (TYPE 60S) LF 58.0000 61,480.00 0.000 0.00 44 CONCRETE BARRIER (TYPE 60R) LF 195.0000 473,850.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 60D)(MODIFIED) LF 60.0000 73,200.00 0.000 0.00 F) 46 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 65.0000 976,950.00 0.000 0.00 F) 47 CONCRETE BARRIER (TYPE 736B) LF 138.0000 41,400.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 736SV) LF 108.0000 306,180.00 0.000 0.00 F) 49 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 51,000.00 0.000 0.00 50 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,982.00 0.000 0.00 51 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 20,560.00 0.000 0.00 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,920.00 0.000 0.00 (BROKEN 12-3) 53 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6500 11,766.00 0.000 0.00 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 260.00 0.000 0.00 (BROKEN 6-1) 55 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 42,300.00 0.000 0.00 (BROKEN 36-12) 56 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,746.00 0.000 0.00 (BROKEN 17-7) 57 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,312.00 0.000 0.00 (BROKEN 36-12) 58 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 8,180.00 0.000 0.00 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 11,000.00 0.000 0.00 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 37,800.00 0.000 0.00 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,800.0000 4,800.00 0.500 2,400.00 0.500 2,400.00 SYSTEM ELEMENTS DURING CONSTRUCTION 62 LIGHTING LS 62,500.0000 62,500.00 0.000 0.00 63 LIGHTING (CITY STREET) LS 72,000.0000 72,000.00 0.000 0.00 64 LIGHTING (TUNNEL) LS 25,100.0000 25,100.00 0.000 0.00 65 TEMPORARY LIGHTING LS 412,000.0000 412,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 LIGHTING AND SIGN ILLUMINATION LS 1000,005.0000 1,000,005.00 0.000 0.00 67 ELECTRIC SERVICE (IRRIGATION) LS 19,000.0000 19,000.00 0.000 0.00 68 MODIFY TRAFFIC MONITORING STATION LS 64,500.0000 64,500.00 0.000 0.00 (LOCATION 1) 69 MODIFY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.000 0.00 (LOCATION 2) 70 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 45,600.0000 45,600.00 0.000 0.00 (LOCATION 3) 71 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 84,000.0000 84,000.00 0.000 0.00 (LOCATION 4) 72 MODIFY TRAFFIC MONITORING STATIONDRAIN LS 30,500.0000 30,500.00 0.000 0.00 (LOCATION 5) 73 MODIFY TRAFFIC MONITORING STATION LS 41,500.0000 41,500.00 0.000 0.00 (LOCATION 6) 74 MODIFY TRAFFIC MONITORING STATION LS 54,000.0000 54,000.00 0.000 0.00 (LOCATION 7) 75 MODIFY TRAFFIC MONITORING STATION LS 34,500.0000 34,500.00 0.000 0.00 (LOCATION 8) 76 TEMPORARY TRAFFIC MONITORING STATION LS 42,500.0000 42,500.00 0.000 0.00 (LOCATION 1) 77 TEMPORARY TRAFFIC MONITORING STATION LS 48,500.0000 48,500.00 0.000 0.00 (LOCATION 2) 78 TEMPORARY TRAFFIC MONITORING STATION LS 49,000.0000 49,000.00 0.000 0.00 (LOCATION 3) 79 TEMPORARY TRAFFIC MONITORING STATION LS 73,900.0000 73,900.00 0.000 0.00 (LOCATION 4) 80 TEMPORARY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.000 0.00 (LOCATION 5) 81 TEMPORARY TRAFFIC MONITORING STATION LS 45,800.0000 45,800.00 0.000 0.00 (LOCATION 6) 82 TEMPORARY TRAFFIC MONITORING STATION LS 49,500.0000 49,500.00 0.000 0.00 (LOCATION 7) 83 TEMPORARY TRAFFIC MONITORING STATION LS 35,900.0000 35,900.00 0.000 0.00 (LOCATION 8) 84 TRAFFIC MONITORING STATION LS 24,900.0000 24,900.00 0.000 0.00 85 TEMPORARY CLOSED CIRCUIT TELEVISION LS 449,000.0000 449,000.00 0.000 0.00 SYSTEM 86 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 43,700.0000 43,700.00 0.000 0.00 87 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 29,000.0000 29,000.00 0.000 0.00 88 TEMPORARY RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 (LOCATION 1) 89 TEMPORARY RAMP METERING SYSTEMER LS 115,000.0000 115,000.00 0.000 0.00 (LOCATION 2) 90 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 170,000.0000 170,000.00 0.000 0.00 91 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 40,500.0000 40,500.00 0.000 0.00 92 TEMPORARY SIGNAL AND LIGHTING LS 139,000.0000 139,000.00 0.107 14,873.00 0.107 14,873.00 (LOCATION 1) PROGRAM CAS145 PAGE 12 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 TEMPORARY SIGNAL AND LIGHTING LS 56,000.0000 56,000.00 0.060 3,360.00 0.060 3,360.00 (LOCATION 2) 94 COMMUNICATION SYSTEM LS 1000,000.0000 1,000,000.00 0.000 0.00 95 SYSTEM TESTING AND DOCUMENTATION LS 24,000.0000 24,000.00 0.000 0.00 96 TRAINING LS 9,000.0000 9,000.00 0.000 0.00 97 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 98 12" BITUMINOUS COATED CORRUGATED STEEL LF 330.0000 4,620.00 0.000 0.00 PIPE (.079" THICK) PROGRAM CAS145 PAGE 13 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:09 AM ESTIMATE NO. 03 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: BUI, KEN DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 412,123.01 817,275.01 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 20,812.01 20,812.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 432,935.02 838,087.02 99 MOBILIZATION LS 9450,000.0000 9,450,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 102,046,344.65 TOTAL WORK COMPLETED 432,935.02 838,087.02 MATERIALS ON HAND ON SITE 924,925.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 430,935.02 1,761,012.02 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 11/05/10 1643 12/30/10 12/30/10 07/10/15 72 5 0 0 1% 4% PROGRESS IS SATISFACTORY BUI, KEN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/11