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 03/04/14 EST. NO.29 TIME 03:27 PM R.E. NAME: LAYMOUN, MOAID 04-264904 --------------------------------------------------------------------------- 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 0090 821.92 E.W. @ F.A.(+) 112213 N 0524.2 031 0006 58,617.50 A.C. @ L.S.(+) 100913 N 0006 0 0007 -55,160.39 A.C. @ L.S.(-) 100913 N 0007 0 4,279.03 TOTAL THIS ESTIMATE 3,099,115.36 TOTAL PREVIOUS ESTIMATE 3,103,394.39 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 03/04/14 EST. NO.29 TIME 03:27 PM R.E. NAME: LAYMOUN, MOAID 04-264904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM UPDATE NOT REC'D -10,000.00 05 CPM UPDATES -10,000.00 06 CPM UPDATES -10,000.00 07 CPM UPDATES -10,000.00 08 SWPPP DOCUMENTATION -10,000.00 08 CPM UPDATES 40,000.00 14 SWPPP DOCUMENTATION 10,000.00 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 03:27 PM ESTIMATE NO. 29 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/04/14 LOCATION FINAL ESTIMATE 04-SCL-17-0.0/2.8 -------------- PAVEX CONSTRUCTION DIVISION IN SANTA CLARA COUNTY ON ROUTE 17 411 WALKER STREET FROM 0.1 MILE SOUTH OF SUMMIT WATSONVILLE, CA 95076 ROAD SEPARATION TO 2.8 MILES NORTH OF SUMMIT ROAD FED. AID NO. NH-P017(106)E DRAINAGE SYSTEM TO BE REPLACED ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.975 2,437 002 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 0.975 97,500 003 TEMPORARY FENCE (TYPE ESA) LF 5.5000 14,905.00 2,257.000 12,413 004 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 005 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 0.975 82,875 006 PREPARE STORM WATER POLLUTION LS 750.0000 750.00 1.000 750 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 6.2500 66,875.00 7,600.000 47,500 008 TEMPORARY SILT FENCE LF 12.5000 3,750.00 600.000 7,500 009 TEMPORARY GRAVEL BAG BERM LF 10.0000 15,000.00 1,232.790 12,327 010 TEMPORARY CONSTRUCTION ENTRANCE EA 1,700.0000 10,200.00 4.000 6,800 011 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 27,000.00 180.000 27,000 012 STREET SWEEPING LS 1,000.0000 1,000.00 1.000 1,000 013 TEMPORARY CONCRETE WASHOUT BIN EA 750.0000 1,500.00 59.000 44,250 014 RAIN EVENT ACTION PLAN EA 500.0000 18,500.00 12.000 6,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 2,200.00 0.000 0 017 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 1.000 13,500 018 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.975 97,500 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 7,710.00 0.000 0 020 TEMPORARY PAVEMENT MARKER EA 1.0000 540.00 0.000 0 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,700.0000 34,800.00 4.000 34,800 022 QUICKCHANGE MOVABLE BARRIER SYSTEM LF 90.0000 1,251,000.00 15,000.000 1,350,000 PROGRAM CAS145 PAGE 2 DATE 03/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 03:27 PM ESTIMATE NO. 29 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ARMORGUARD BARRIER SYSTEM LF 56.0000 42,336.00 0.000 0 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 13,240.00 0.000 0 STRIPE (HAZARDOUS WASTE) 025 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 1.000 50,000 026 NOISE MONITORING LS 1,000.0000 1,000.00 0.975 975 027 ABANDON CULVERT LF 20.0000 24,600.00 1,102.000 22,040 028 REMOVE METAL BEAM GUARD RAILING LF 5.0000 28,250.00 5,400.000 27,000 029 REMOVE ROADSIDE SIGN (WOOD POST) EA 1,700.0000 1,700.00 1.000 1,700 030 REMOVE ASPHALT CONCRETE DIKE LF 2.7500 64,625.00 23,350.000 64,212 031 REMOVE CULVERT LF 10.0000 37,200.00 4,344.000 43,440 032 REMOVE INLET EA 1,730.0000 84,770.00 49.000 84,770 033 REMOVE HEADWALL EA 2,445.0000 2,445.00 1.000 2,445 034 REMOVE DOWNDRAIN LF 24.0000 48,720.00 2,587.000 62,088 035 REMOVE MANHOLE EA 3,250.0000 9,750.00 3.000 9,750 036 ADJUST METAL BEAM GUARD RAILING LF 7.5000 750.00 50.000 375 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9000 327,700.00 112,370.000 325,873 038 REMOVE CONCRETE CY 500.0000 500.00 2.300 1,150 039 REMOVE CONCRETE BARRIER (TYPE K) LF 14.0000 8,960.00 646.000 9,044 040 REMOVE CONCRETE BARRIER (TYPE 50) LF 19.0000 262,200.00 13,800.000 262,200 041 18" ALTERNATIVE PIPELINER LF 225.0000 189,000.00 906.000 203,850 042 24" ALTERNATIVE PIPELINER LF 275.0000 354,750.00 969.000 266,475 043 30" ALTERNATIVE PIPELINER LF 326.0000 133,660.00 0.000 0 044 36" ALTERNATIVE PIPELINER LF 448.0000 331,520.00 0.000 0 045 CULVERT CONTACT GROUTING CY 500.0000 28,500.00 16.630 8,315 046 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 047 REMOVE CRASH CUSHION EA 4,700.0000 4,700.00 1.000 4,700 048 CLEARING AND GRUBBING LS 390,000.0000 390,000.00 1.000 390,000 049 ROADWAY EXCAVATION (TYPE Z-2) CY 235.0000 70,500.00 85.110 20,000 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 03/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 03:27 PM ESTIMATE NO. 29 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 1.000 1,900 051 STRUCTURE EXCAVATION (TYPE Z-2) CY 150.0000 9,750.00 65.000 9,750 (F) (AERIALLY DEPOSITED LEAD) (SOLDIER PILE WALL) 052 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 125.0000 5,000.00 40.000 5,000 (F) 053 SAND BACKFILL CY 27.5000 3,300.00 131.310 3,611 054 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 350.0000 42,000.00 120.000 42,000 (F) 055 LEAN CONCRETE BACKFILL CY 184.0000 8,280.00 45.000 8,280 (F) 056 CONCRETE BACKFILL CY 165.0000 425,700.00 4,270.000 704,550 (RAPID STRENGTH CONCRETE) 057 IMPORTED BORROW CY 25.0000 50,000.00 910.000 22,750 058 EROSION CONTROL (COMPOST BLANKET) CY 350.0000 22,050.00 63.000 22,050 059 FIBER ROLLS LF 2.6500 8,400.50 3,660.000 9,699 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 1.000 750 061 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1400 5,460.00 119,650.000 16,751 (SQFT) 062 CLASS 4 AGGREGATE SUBBASE CY 49.0000 80,850.00 0.000 0 063 HOT MIX ASPHALT (TYPE A) TON 92.0000 1,453,600.00 16,941.760 1,558,641 064 HOT MIX ASPHALT (OPEN GRADED) TON 71.0000 541,020.00 7,932.480 563,206 065 DATA CORE LS 4,350.0000 4,350.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.7000 10,150.00 15,651.000 10,955 067 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 780.00 823.000 823 068 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7000 2,856.00 5,267.000 3,686 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 2,100.00 3,675.000 2,572 070 PLACE HOT MIX ASPHALT SQYD 1,690.0000 845.00 0.000 0 (MISCELLANEOUS AREA) 071 ASPHALTIC EMULSION (PAINT BINDER) TON 1,014.0000 50,700.00 73.684 74,715 072 COMPACTION GROUTING CF 20.5000 133,865.00 6,028.200 123,578 073 30" DRILLED HOLE LF 60.0000 48,600.00 810.000 48,600 074 STEEL SOLDIER PILE (W 14 X 176) LF 121.0000 108,900.00 900.000 108,900 075 STRUCTURAL CONCRETE, CAP CY 900.0000 31,500.00 35.000 31,500 (F) PROGRAM CAS145 PAGE 4 DATE 03/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 03:27 PM ESTIMATE NO. 29 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 MINOR CONCRETE (MINOR STRUCTURE) CY 1,350.0000 295,650.00 235.330 317,695 (F) 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 078 DRILL AND BOND DOWEL LF 110.0000 1,980.00 18.000 1,980 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,144.00 104.000 1,144 (0.063"-UNFRAMED) 080 METAL (BARRIER MOUNTED SIGN) LB 8.5000 31,280.00 3,680.000 31,280 081 TIMBER LAGGING MFBM 2,950.0000 22,125.00 7.500 22,125 (F) 082 CLEAN AND PAINT STEEL SOLDIER PILING LS 18,750.0000 18,750.00 1.000 18,750 083 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 94.0000 3,572.00 17.000 1,598 084 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 97.0000 531,560.00 5,499.000 533,403 085 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 97.0000 26,190.00 270.000 26,190 086 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 103.0000 200,850.00 2,006.000 206,618 087 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 103.0000 33,990.00 312.000 32,136 088 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 113.0000 5,876.00 32.000 3,616 089 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 110.0000 31,900.00 299.000 32,890 090 18" ALTERNATIVE SLOTTED PIPE LF 107.0000 1,044,320.00 9,849.000 1,053,843 091 JACKED 24" REINFORCED CONCRETE PIPE LF 1,990.0000 398,000.00 0.000 0 (CLASS V) 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 48" CORRUGATED STEEL PIPE (.109" THICK) LF 2,200.0000 8,800.00 5.000 11,000 094 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 174,000.00 1,914.000 191,400 (.079" THICK) 095 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 107.0000 57,780.00 483.000 51,681 (.079" THICK) 096 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 123.0000 40,590.00 390.000 47,970 (.109" THICK) 097 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 130.0000 14,300.00 8.000 1,040 (.109" THICK) 098 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 137.0000 30,140.00 260.000 35,620 (.109" THICK) 099 ANCHOR ASSEMBLY EA 500.0000 87,500.00 198.000 99,000 100 24" TO 18" CORRUGATED STEEL ECCENTRIC EA 4,200.0000 4,200.00 1.000 4,200 REDUCER (.079" THICK) 101 REHABILITATE RISER METHOD A LF 1,040.0000 64,480.00 76.000 79,040 102 REHABILITATE RISER METHOD B LF 2,300.0000 71,300.00 30.000 69,000 PROGRAM CAS145 PAGE 5 DATE 03/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 03:27 PM ESTIMATE NO. 29 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 REHABILITATE RISER METHOD C LF 1,620.0000 55,080.00 53.000 85,860 104 48" WELDED STEEL PIPE (.375" THICK) LF 70.0000 2,170.00 5.000 350 105 12" STEEL FLARED END SECTION EA 853.0000 853.00 1.000 853 106 18" STEEL FLARED END SECTION EA 880.0000 9,680.00 11.000 9,680 107 24" STEEL FLARED END SECTION EA 930.0000 3,720.00 4.000 3,720 108 30" STEEL FLARED END SECTION EA 1,050.0000 2,100.00 1.000 1,050 109 36" STEEL FLARED END SECTION EA 1,225.0000 1,225.00 1.000 1,225 110 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 430.0000 11,610.00 26.960 11,592 111 ROCK SLOPE PROTECTION CY 430.0000 55,900.00 129.670 55,758 (FACING, METHOD B) 112 ROCK SLOPE PROTECTION CY 430.0000 11,180.00 29.900 12,857 (BACKING NO. 2, METHOD B) 113 ROCK SLOPE PROTECTION CY 430.0000 8,170.00 19.470 8,372 (BACKING NO. 3, METHOD B) 114 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 730.00 669.100 669 115 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 3,600.00 11.870 14,244 CONSTRUCTION) 116 MISCELLANEOUS IRON AND STEEL LB 1.2000 48,960.00 41,561.000 49,873 117 DELINEATOR (CLASS 1) EA 35.0000 2,485.00 75.000 2,625 118 MILEPOST MARKER EA 80.0000 9,600.00 184.000 14,720 119 OBJECT MARKER (TYPE L) EA 35.0000 315.00 8.000 280 120 OBJECT MARKER (TYPE P) EA 40.0000 40.00 1.000 40 121 METAL BEAM GUARD RAILING (STEEL POST) LF 19.0000 113,050.00 -98.140 -1,864.66 5,671.600 107,760 122 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 96,000.00 1,931.000 115,860 123 CABLE RAILING LF 26.0000 5,122.00 197.000 5,122 (F) 124 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 3.000 9,000 125 END SECTION EA 100.0000 200.00 2.000 200 126 TERMINAL SYSTEM (TYPE SRT) EA 2,020.0000 26,260.00 11.000 22,220 127 END CAP (TYPE A) EA 100.0000 400.00 0.000 0 128 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 2,040.00 12.000 8,160 129 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 03:27 PM ESTIMATE NO. 29 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0 131 CONCRETE BARRIER (TYPE 60) LF 53.0000 752,600.00 15,004.000 795,212 132 THERMOPLASTIC PAVEMENT MARKING LF 2.0000 6,740.00 3,593.000 7,186 133 THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 9,590.00 96,021.000 9,602 (SPRAYABLE) 134 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.5000 1,235.00 2,470.000 1,235 135 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,100.00 1,737.000 3,474 136 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.975 975 SYSTEM ELEMENTS DURING CONSTRUCTION 137 INDUCTIVE LOOP DETECTOR LS 10,000.0000 10,000.00 1.000 10,000 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 ROADWAY EXCAVATION CY 38.0000 95,000.00 0.000 0 140 TEMPORARY RAILING (TYPE K) LF 62.0000 11,780.00 200.000 12,400 PROGRAM CAS145 PAGE 7 DATE 03/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 03:27 PM ESTIMATE NO. 29 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -1,864.66 11,376,223.36 ADJUSTMENT OF COMPENSATION 3,457.11 1,851,970.62 EXTRA WORK 821.92 1,251,423.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,414.37 14,479,617.75 141 MOBILIZATION LS 1,115,000.0000 1,115,000.00 1.000 1,115,000 ORIGINAL CONTRACT AMOUNT 13,062,374.50 TOTAL WORK COMPLETED 2,414.37 15,594,617.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,414.37 15,594,617.75 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 04/25/11 118 06/06/11 06/20/11 12/18/13 118 124 162 218 100% 100% LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/04/14