PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/20/09 EST. NO.25 TIME 05:38 PM R.E. NAME: BAGHERLL,AZITA 04-269604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0006 24,800.22 A.C. @ U.P.(+) 041709 N 006 0 009 0002 35,647.50 E.W. @ L.S.(+) 042009 N 001 0 0003 -25,291.17 A.C. @ U.P.(-) 042009 N 002 0 028 0011 460.37 E.W. @ F.A.(+) 090308 N 0429.0 0012 6,482.66 030509 N 0557.0 0013 1,579.43 041808 N 0562.0 0014 497.79 050908 N 0563.0 037 0078 497.79 E.W. @ F.A.(+) 050908 N 0250.1 0079 1,937.75 070108 N 0360.0 0080 524.55 072108 N 0363.0 0081 763.65 072208 N 0364.0 0082 3,642.64 072308 N 0365.0 0083 2,741.50 072408 N 0366.0 0084 902.53 072508 N 0367.0 0085 1,539.97 072808 N 0368.0 0086 1,856.97 073008 N 0369.0 0088 1,006.16 062308 N 0375.0 0089 18,391.26 062608 N 0376.0 0090 1,321.74 062408 N 0385.0 0094 1,763.68 072908 N 0415.0 0095 1,111.76 073008 N 0416.0 0096 556.90 073108 N 0417.0 0097 3,247.27 090908 N 0439.0 0098 509.24 091208 N 0440.0 0122 279,070.00 E.W. @ L.S.(+) 042009 N 001 0 0123 405,294.00 E.W. @ U.P (+) 042009 N 003 0 770,856.16 TOTAL THIS ESTIMATE 2,384,019.09 TOTAL PREVIOUS ESTIMATE 3,154,875.25 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/20/09 EST. NO.25 TIME 05:38 PM R.E. NAME: BAGHERLL,AZITA 04-269604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LCD -10,000.00 07 LCD -10,000.00 08 LCD -10,000.00 09 AB3 -106.44 11 SHOULDERBAOKING-SPEC -1,328.52 14 SL313 PUBLIC CLAIMS -73,664.80 20 REVERSE PUBLIC CLIAM 73,664.80 23 0.00 -31,434.96 LABOR COMPLIANCE VIOLATION LCD -10,000.00 10 LCV -10,000.00 11 LCV -10,000.00 12 VIOLATION PER SL 220 -10,000.00 13 LCV #9 -10,000.00 17 RETURN LCV EST #10 10,000.00 18 RETURN LCV EST#11 10,000.00 18 RETURN LCV EST#14 10,000.00 19 VIOLATION PER SL -10,000.00 19 #11 PER SL314 -10,000.00 20 RETURN #10 EST. 19 10,000.00 20 LCD #12 AS PER SL324 -10,000.00 21 LCD #13 AS PER SL334 -10,000.00 22 REV PER SL-348 10,000.00 24 0.00 -40,000.00 TOTAL DEDUCTIONS 0.00 -71,434.96 PROGRAM CAS145 PAGE 1 DATE 04/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 05:38 PM ESTIMATE NO. 25 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/09 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 04/20/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-CC-24-R0.1/R8.3 ---------------------------------- BAY CITIES PAVING & GRADING, IN CONTRA COSTA COUNTY IN LAFAYETTE INC AND ORINDA FROM THE CALDECOTT 55 SANTA CLARA AVE. SUITE 145 TUNNEL TO EL CURTOLA ROAD OAKLAND, CA 94520 OVERCROSSING FED. AID NO. ACNH-P024(29)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 22,500.0000 22,500.00 0.300 6,750.00 1.000 22,500.00 02 TIME-RELATED OVERHEAD LS 927,000.0000 927,000.00 0.190 176,130.00 1.000 927,000.00 03 PREPARE STORM WATER POLLUTION LS 1,989.0000 1,989.00 1.000 1,989.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 54,000.0000 54,000.00 1.000 54,000.00 05 TEMPORARY COVER M2 12.0000 1,200.00 0.000 0.00 06 STREET SWEEPING LS 110,000.0000 110,000.00 1.000 110,000.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,600.0000 30,600.00 1.000 30,600.00 08 CONSTRUCTION AREA SIGNS LS 41,108.0000 41,108.00 0.900 36,997.20 S) 09 TRAFFIC CONTROL SYSTEM LS 848,000.0000 848,000.00 1.000 848,000.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 25.5000 3,570.00 140.000 3,570.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,400.0000 27,000.00 4.000 21,600.00 S) 12 TEMPORARY RAILING (TYPE K) M 19.5000 150,930.00 7,740.000 150,930.00 13 TEMPORARY CRASH CUSHION MODULE EA 178.5000 24,990.00 140.000 24,990.00 S) 14 REMOVE METAL BEAM GUARD RAILING M 22.4500 59,492.50 -7.530 -169.05 3,499.360 78,560.63 S) 15 REMOVE DOUBLE METAL BEAM GUARD RAILING M 33.0000 1,881.00 91.430 3,017.19 S) 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.1000 181,050.00 87.920 448.39 43,259.940 220,625.69 S) STRIPE 17 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 102.0000 510.00 38.570 3,934.14 S) MARKING 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.5100 27,540.00 -193.290 -98.58 46,234.150 23,579.42 S) 19 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 26.0000 18,200.00 544.080 14,146.08 S) 20 REMOVE PAVEMENT MARKER EA 2.5000 87,500.00 34,585.000 86,462.50 S) 21 REMOVE ASPHALT CONCRETE DITCH M 11.9500 6,094.50 510.000 6,094.50 22 REMOVE ASPHALT CONCRETE DIKE M 4.6500 34,875.00 6,190.950 28,787.92 PROGRAM CAS145 PAGE 2 DATE 04/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 05:38 PM ESTIMATE NO. 25 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/09 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 04/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE EDGE DRAIN M 8.3000 230,740.00 24,823.300 206,033.39 24 SALVAGE DOUBLE THRIE BEAM BARRIER M 34.0000 10,200.00 56.920 1,935.28 278.420 9,466.28 S) 25 ADJUST INLET EA 1,530.0000 321,300.00 238.500 364,905.00 26 ADJUST MANHOLE COVER TO GRADE EA 475.0000 2,850.00 3.000 1,425.00 27 ADJUST UTILITY COVER TO GRADE EA 300.0000 1,500.00 1.000 300.00 28 ADJUST METAL BEAM GUARD RAILING M 45.0000 2,070.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 378,000.00 79,703.800 239,111.40 S) 30 REMOVE CONCRETE CURB M 21.1500 88,830.00 4,012.100 84,855.92 31 REMOVE CONCRETE BARRIER M 36.5000 64,240.00 1,757.000 64,130.50 32 REMOVE CRASH CUSHION (SAND FILLED) EA 186.0000 372.00 3.000 558.00 S) 33 CLEARING AND GRUBBING LS 44,000.0000 44,000.00 1.000 44,000.00 34 ROADWAY EXCAVATION M3 62.9500 115,198.50 1,764.480 111,074.02 35 ROADWAY EXCAVATION (TYPE Z-2) M3 202.0000 101,000.00 460.290 92,978.58 (AERIALLY DEPOSITED LEAD) 36 LEAD COMPLIANCE PLAN LS 2,244.0000 2,244.00 1.000 2,244.00 37 IMPORTED MATERIAL (SHOULDER BACKING) TONN 36.9000 114,759.00 3,217.320 118,719.11 38 EMBANKMENT M3 40.0000 3,000.00 75.000 3,000.00 39 ROADSIDE CLEARING LS 13,500.0000 13,500.00 1.000 13,500.00 40 FIBER ROLLS M 10.4000 10,608.00 120.000 1,248.00 978.000 10,171.20 41 IRRIGATION SYSTEM LS 11,379.0000 11,379.00 1.000 11,379.00 42 WATER METER EA 150,000.0000 150,000.00 0.000 0.00 43 200 MM WELDED STEEL PIPE CONDUIT M 912.8500 456,425.00 390.000 356,011.50 (6.35 MM THICK) 44 CLASS 4 AGGREGATE SUBBASE M3 141.0000 1,692.00 0.000 0.00 45 AGGREGATE BASE (APPROACH SLAB) M3 311.0000 30,478.00 402.950 125,317.45 46 CLASS 3 AGGREGATE BASE M3 158.5000 133,140.00 1,076.470 170,620.50 47 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,100.0000 2,200.00 1.180 1,298.00 48 SEAL RANDOM CRACKS LNKM 875.0000 96,250.00 52.640 46,060.00 49 REPLACE ASPHALT CONCRETE SURFACING M3 277.4000 202,502.00 362.400 100,529.76 PROGRAM CAS145 PAGE 3 DATE 04/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 05:38 PM ESTIMATE NO. 25 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/09 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 04/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A) TONN 73.1500 5,449,675.00 90,675.745 6,632,930.75 51 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 105.0000 7,140,000.00 53,123.900 5,578,009.50 52 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 53 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 600.00 365.870 365.87 REINFORCING FABRIC) 54 PAVEMENT REINFORCING FABRIC M2 1.1900 358,190.00 372,048.010 442,737.13 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 28.7500 155,250.00 11,386.100 327,350.38 AREA) 56 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.2500 5,057.50 240.000 1,020.00 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.6000 1,476.00 760.420 2,737.51 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.1000 18,450.00 5,703.750 23,385.38 59 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.7500 6,262.50 1,079.740 4,049.03 60 ASPHALTIC EMULSION (PAINT BINDER) TONN 885.0000 442,500.00 434.100 384,178.50 61 REPLACE CONCRETE PAVEMENT M3 714.0000 2,713,200.00 3,942.180 2,814,716.52 (RAPID STRENGTH CONCRETE) 62 CRACK EXISTING CONCRETE PAVEMENT M2 0.9500 152,000.00 157,063.690 149,210.51 63 GRIND EXISTING CONCRETE M2 9.1500 283,650.00 24,828.050 227,176.66 S) PAVEMENT 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,275.0000 1,189,575.00 1,442.280 1,838,907.00 (TYPE R) 65 MINOR CONCRETE (BACKFILL) M3 209.0000 392,920.00 1,635.240 341,765.16 66 PAVING NOTCH EXTENSION M3 8,160.0000 191,760.00 35.130 286,660.80 67 CLEAN EXPANSION JOINT M 128.0000 88,064.00 596.290 76,325.12 68 JOINT SEAL (MR 30 MM) M 235.0000 13,865.00 68.660 16,135.10 S) 69 JOINT SEAL (MR 15 MM) M 184.0000 53,728.00 299.090 55,032.56 S) 70 JOINT SEAL (MR 40 MM) M 204.0000 68,952.00 259.400 52,917.60 S) 71 450 MM SLOTTED CORRUGATED STEEL PIPE M 256.5000 16,672.50 0.000 0.00 (2.01 MM THICK) 72 DRAINAGE INLET MARKER EA 72.0000 3,744.00 52.000 3,744.00 73 MINOR CONCRETE (CURB) M3 1,172.0000 597,720.00 488.330 572,322.76 74 MINOR CONCRETE (WEED BARRIER) M3 6,400.0000 1,088,000.00 164.900 1,055,360.00 75 MINOR CONCRETE (PAVING) M3 1,041.0000 333,120.00 261.190 271,898.79 76 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,550.0000 5,100.00 2.000 5,100.00 S) PROGRAM CAS145 PAGE 4 DATE 04/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 05:38 PM ESTIMATE NO. 25 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/09 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 04/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER MARKER EA 16.0000 2,080.00 174.000 2,784.00 78 DELINEATOR (CLASS 1) EA 29.0000 22,040.00 713.000 20,677.00 79 HIGHWAY POST MARKER EA 43.0000 817.00 19.000 817.00 80 GUARD RAILING DELINEATOR EA 21.0000 5,880.00 -30.000 -630.00 714.000 14,994.00 81 OBJECT MARKER (TYPE K-1) EA 46.0000 1,794.00 39.000 1,794.00 82 OBJECT MARKER (TYPE L-1) EA 41.0000 4,100.00 1.000 41.00 35.000 1,435.00 83 METAL BEAM GUARD RAILING (STEEL POST) M 128.0000 202,240.00 -5,756.800 -736,870.40 3,791.010 485,249.28 S) 84 DOUBLE METAL BEAM GUARD RAILING M 143.0000 8,151.00 171.440 24,515.92 S) (STEEL POST) 85 SINGLE THRIE BEAM BARRIER (STEEL POST) M 107.0000 37,450.00 0.000 0.00 S) 86 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 439.0000 4,390.00 11.430 5,017.77 S) 87 END CAP EA 102.0000 204.00 1.000 102.00 1.000 102.00 S) 88 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,122.0000 33,660.00 -2.000 -2,244.00 47.000 52,734.00 S) 89 END ANCHOR ASSEMBLY (TYPE CA) EA 1,700.0000 3,400.00 0.000 0.00 S) 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,550.0000 84,150.00 1.000 2,550.00 35.000 89,250.00 S) 91 CRASH CUSHION (REACT 9SCBS) EA 54,570.0000 218,280.00 0.900 49,113.00 4.000 218,280.00 S) 92 CONCRETE BARRIER (TYPE 60) M 210.0000 182,700.00 921.000 193,410.00 93 CONCRETE BARRIER (TYPE 60C) M 220.0000 162,800.00 738.000 162,360.00 94 CONCRETE BARRIER (TYPE 60E) M 592.0000 183,520.00 245.000 145,040.00 95 THERMOPLASTIC PAVEMENT MARKING M2 51.0000 35,700.00 860.290 43,874.79 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 75,495.00 71,162.271 74,720.38 S) 97 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0500 18,450.00 108.840 223.12 7,072.690 14,499.01 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0500 3,321.00 4,271.180 8,755.92 S) (BROKEN 3.66 M - 0.92 M) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 2,730.00 3,841.000 4,033.05 S) (BROKEN 5.18 M - 2.14 M) 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0500 50,225.00 22,024.000 45,149.20 S) 01 PAVEMENT MARKER (REFLECTIVE) EA 4.1000 45,920.00 11,693.000 47,941.30 S) 02 MODIFY SIGNAL LS 15,300.0000 15,300.00 1.000 15,300.00 S) 03 MODIFY LIGHTING LS 13,260.0000 13,260.00 0.020 265.20 1.000 13,260.00 S) PROGRAM CAS145 PAGE 5 DATE 04/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 05:38 PM ESTIMATE NO. 25 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/09 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 04/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 TRAFFIC OPERATION SYSTEM LS 649,000.0000 649,000.00 1.000 649,000.00 S) 05 CAMERA UNIT INCLUDING TESTING EA 7,344.0000 7,344.00 0.050 367.20 1.000 7,344.00 S) 06 PAN AND TILT UNIT INCLUDING TEST EA 3,570.0000 3,570.00 1.000 3,570.00 S) 07 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,590.0000 4,590.00 1.000 4,590.00 S) CONTROLLER ASSEMBLY 08 EXTINGUISHABLE MESSAGE SIGN PANELS (LED) EA 9,078.0000 36,312.00 6.000 54,468.00 S) 09 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,040.0000 4,080.00 3.000 6,120.00 S) MODEM ASSEMBLY 10 HIGHWAY ADVISORY RADIO SYSTEM EA 19,380.0000 19,380.00 -2.000 -38,760.00 1.000 19,380.00 S) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 ADJUST MANHOLE TO GRADE EA 385.0000 1,925.00 4.000 1,540.00 13 ADJUST FRAME AND GRATE TO GRADE EA 1,365.0000 38,220.00 28.000 38,220.00 14 MODIFY MECHANICAL EQUIPMENT LS 85,000.0000 85,000.00 0.000 0.00 S) 15 MODIFY INLET TO MANHOLE EA 2,500.0000 5,000.00 0.000 0.00 16 ASPHALT CONCRETE (OPEN GRADED) TONN 79.0000 3,523,400.00 41,643.340 3,289,823.86 17 ASPHALT CONCRETE (LEVELING) TONN 101.0000 82,820.00 682.825 68,965.33 18 MODIFY POP-UP CONTROL ELECTRICAL SYSTEM LS 33,660.0000 33,660.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 04/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 05:38 PM ESTIMATE NO. 25 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/09 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 04/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -539,598.84 31,868,124.32 ADJUSTMENT OF COMPENSATION -490.95 1,377,898.28 EXTRA WORK 771,347.11 1,776,976.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 231,257.32 35,022,999.57 19 MOBILIZATION LS 2700,000.0000 2,700,000.00 1.000 2,700,000.00 ORIGINAL CONTRACT AMOUNT 34,630,397.00 TOTAL WORK COMPLETED 231,257.32 37,722,999.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -71,434.96 TOTAL 231,257.32 37,651,564.61 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/12/07 320 04/30/07 04/30/07 04/17/09 292 195 0 4 100% 100% BAGHERLL,AZITA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/20/09