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 09/21/15 EST. NO. 053 TIME 08:25 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- 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 0050-3 -407.02 E.W. @ F.A.(+) 021412 N 0333.0 DAO CORRECTING ENTRY 0050-4 455.78 021412 N 0333.0 DAO CORRECTING ENTRY 0053-3 -324.67 021512 N 0340.0 DAO CORRECTING ENTRY 0053-4 386.71 021512 N 0340.0 DAO CORRECTING ENTRY 0054-3 -264.22 022212 N 0341.0 DAO CORRECTING ENTRY 0054-4 313.91 022212 N 0341.0 DAO CORRECTING ENTRY 0055-3 -324.67 022712 N 0342.0 DAO CORRECTING ENTRY 0055-4 386.71 022712 N 0342.0 DAO CORRECTING ENTRY 0056-3 -267.64 030512 N 0344.0 DAO CORRECTING ENTRY 0056-4 318.27 030512 N 0344.0 DAO CORRECTING ENTRY 0057-3 -267.64 030612 N 0345.0 DAO CORRECTING ENTRY 0057-4 318.27 030612 N 0345.0 DAO CORRECTING ENTRY 0058-3 -345.95 030712 N 0346.0 DAO CORRECTING ENTRY 0058-4 460.38 030712 N 0346.0 DAO CORRECTING ENTRY 0059-3 -286.35 030812 N 0347.0 DAO CORRECTING ENTRY 0059-4 336.98 030812 N 0347.0 DAO CORRECTING ENTRY 0060-3 -286.35 030912 N 0348.0 DAO CORRECTING ENTRY 0060-4 336.98 030912 N 0348.0 DAO CORRECTING ENTRY 0061 173.78 031212 N 0349.0 0062-3 -113.89 030112 N 0343.0 DAO CORRECTING ENTRY 0062-4 163.58 030112 N 0343.0 DAO CORRECTING ENTRY 0064-3 -217.01 012612 N 0153.0 DAO CORRECTING ENTRY 0064-4 295.44 012612 N 0153.0 DAO CORRECTING ENTRY 0323 174.27 062915 N 3180.0 0324 186.40 062715 N 3181.0 0325 149.43 070715 N 3185.0 0326 72.43 070215 N 3186.0 0327 72.43 080615 N 3193.0 0328 579.37 073115 N 3300.0 0329 382.89 081315 N 3165.0 0331 80.52 070815 N 3168.0 002 0062 4,749.62 E.W. @ F.A.(+) 062915 N 3167.1 004 0426 2,135.98 E.W. @ F.A.(+) 061815 N 3142.0 010 0024 1,200.00 E.W. @ F.A.(+) 081315 N 2813.0 020 0004 4,689.83 E.W. @ F.A.(+) 072915 N 2812.1 028 0135 8,807.23 E.W. @ F.A.(+) 061815 N 2808.0 0136 698.99 070915 N 3212.0 0137 512.49 060315 N 3105.0 0138 2,090.20 052815 N 3122.0 0139 7,377.85 052615 N 2814.0 047 0001 2,359.69 E.W. @ F.A.(+) 062315 N 3143.0 0002 2,439.90 062415 N 3144.0 0003 439.56 070215 N 3148.0 055 0028 7,806.75 E.W. @ F.A.(+) 060215 N 3124.0 057 0001 947.01 E.W. @ F.A.(+) 042015 N 2313.1 074 0016 298.68 E.W. @ F.A.(+) 062515 N 3145.0 096 0011 131.55 E.W. @ F.A.(+) 052815 N 3119.0 097 0004 483.27 E.W. @ F.A.(+) 080515 N 3301.0 0005 930.95 081415 N 3302.0 0006 3,217.17 081315 N 3310.0 0007 4,737.24 060215 N 3139.0 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 09/21/15 EST. NO. 053 TIME 08:25 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0008 3,694.73 062915 N 3146.0 0009 394.14 063015 N 3147.0 0010 1,396.09 072115 N 3150.0 0011 2,423.10 060915 N 3141.0 66,501.14 TOTAL THIS ESTIMATE 7,772,803.17 TOTAL PREVIOUS ESTIMATE 7,839,304.31 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 09/21/15 EST. NO. 053 TIME 08:25 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANOMALY @ BENT 5 & 6 -600.00 003 CALAVERAS B-3 P- 1 -1,500.00 005 CALAVERAS B-4 P-1 -853.00 005 CALAVERAS B-9 P-7 -54.00 005 CALAVERA P8-B8,P7-B9 -1,675.00 006 CALAVERAS P1-B3 12.00 006 EBMD P2-B4&5, P3-B4 -900.00 006 CV OUT SW6 FOOTING -3,058.00 007 AGG OUT OF COMP 4/18 -41.25 008 LATE LANE CLOSURE -2,000.00 009 SWPP DEFICIENCY -25,000.00 012 SWPP ANNUAL REPORT -10,000.00 012 ITEM 142 CALAVERAS -1,680.00 015 ITEM 42 RW #1 -148.00 015 SWPPP NON COMPIANCE -309,858.00 015 RELEASE SWPPP 309,858.00 016 LATE CPM UPDATE -184,600.22 018 LATE CPM UPDATE -171,345.00 022 LATE CPM UPDATE 184,600.22 023 LATE CPM UPDATE 171,345.00 023 SWPPP ANNUAL REPORT 10,000.00 024 SWPPP DEFICIENCY 25,000.00 024 JPCP OUT OF SPEC -44,630.00 035 JPCP OUT OF SPEC 44,630.00 039 JPCP OUT OF SPEC -22,500.00 039 SWPPP NON COMPLIANCE -53,636.14 044 SWPPP RETURN DED. 53,636.14 045 JPCP OUT OF SPEC 22,500.00 048 UNLISTED SUB VANGARD -30,000.00 051 0.00 -42,497.25 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 003 MISSING PAYROLLS -1,000.00 004 MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 006 MISSING PAYROLLS -10,000.00 007 REC'ED PAYROLLS#7 10,000.00 008 MISSING PAYROLLS -10,000.00 009 REC'ED PAYROLL # 4 1,000.00 010 MISSING PAYROLLS -10,000.00 011 MISSING PAYROLLS -10,000.00 012 MISSING PAYROLLS -10,000.00 014 REC'ED PAYROLLS 10,000.00 014 MISSING PAYROLLS -10,000.00 018 REC'ED PAYROLLS 10,000.00 018 REC'ED PAYROLLS 10,000.00 019 REC'ED ALL PAYROLLS 50,000.00 020 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 09/21/15 EST. NO. 053 TIME 08:25 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING PAYROLLS -2,500.00 029 MISSING PAYROLLS -2,500.00 030 MISSING PAYROLLS -1,000.00 031 MISSING PAYROLLS -1,000.00 032 MISSING PAYROLLS -10,000.00 033 REC'ED #29,30,32 6,000.00 033 MISSING PAYROLLS -1,000.00 034 REC'ED PAYROLLS #31 1,000.00 034 MISSING PAYROLLS -5,000.00 041 REC'ED PAYROLLS33,34 11,000.00 041 MISSING PAYROLLS -10,000.00 043 MISSING PAYROLLS -10,000.00 047 REC'ED #43 10,000.00 047 MISSING PAYROLLS -2,000.00 048 REC'ED # 47,48 12,000.00 050 MISSING PAYROLLS -1,000.00 052 REC'ED PAYROLLS #41 5,000.00 053 5,000.00 -1,000.00 TOTAL DEDUCTIONS 5,000.00 -43,497.25 PROGRAM CAS145 PAGE 1 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 LOCATION PROGRESS ESTIMATE 10-SJ-5-28.5/35.6 ----------------- R & L BROSAMER INC IN SAN JOAQUIN COUNTY IN STOCKTON 1390 WILLOW PASS RD, SUITE 95 FROM 0.4 MILE NORTH OF 8TH STREET CONCORD, CA 94520 UNDERCROSSING TO HAMMER LANE UNDERCROSING FED. AID NO. ACIM- 005(633)E WIDEN BRIDGES AND FREEWAY LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750 002 TIME-RELATED OVERHEAD WDAY 3,000.0000 2,805,000.00 19.000 57,000.00 946.000 2,838,000 003 TEMPORARY REINFORCED SILT FENCE LF 5.0000 8,850.00 2,420.000 12,100 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 109,200.00 18,528.000 55,584 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.009 1,800.00 1.000 200,000 006 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.013 26.00 0.910 1,820 PREVENTION PLAN 007 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 0.450 1,350.00 0.950 2,850 008 TEMPORARY CREEK DIVERSION SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 009 TEMPORARY FIBER ROLL LF 3.0000 186,900.00 200.000 600.00 32,936.000 98,808 010 TEMPORARY SILT FENCE LF 2.7500 118,800.00 34,387.000 94,564 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 133,000.00 16.000 56,000 012 TEMPORARY COVER SQYD 1.2500 156,250.00 24,912.500 31,140 013 MOVE-IN/MOVE-OUT EA 525.0000 6,825.00 14.000 7,350 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 100,000.00 177.000 35,400 015 STREET SWEEPING LS 200,000.0000 200,000.00 0.009 1,800.00 1.000 200,000 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 36,000.0000 36,000.00 0.009 324.00 1.000 36,000 017 TEMPORARY CONSTRUCTION ROADWAY CY 90.0000 199,800.00 1,354.800 121,932 018 TEMPORARY HYDRAULIC MULCH SQYD 0.2500 31,250.00 126,239.000 31,559 019 TEMPORARY SOIL BINDER SQYD 0.1500 18,750.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 1,000.0000 4,000.00 1.000 1,000.00 4.000 4,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 40,000.00 135.000 54,000 022 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.002 160.00 0.586 46,880 PROGRAM CAS145 PAGE 2 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.008 3,200.00 1.000 400,000 024 TYPE II BARRICADE EA 55.0000 880.00 6.000 330 025 TYPE III BARRICADE EA 55.0000 3,685.00 50.000 2,750 026 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 45,200.00 957.000 38,280 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.008 360.00 1.000 45,000 028 TEMPORARY RAILING (TYPE K) LF 6.0000 1,086,000.00 168,317.000 1,009,902 029 TEMPORARY CRASH CUSHION MODULE EA 200.0000 102,000.00 267.000 53,400 030 TEMPORARY CRASH CUSHION MODULE ABSORB EA 3,000.0000 75,000.00 92.630 277,890 350 (TYPE TL3) 031 TEMPORARY TRAFFIC SCREEN LF 5.0000 9,000.00 1,960.000 9,800 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.4500 8,280.00 9,941.000 4,473 (HAZARDOUS WASTE) 033 CONTRACTOR SUPPLIED BIOLOGIST (DAY) DAY 1,000.0000 120,000.00 310.000 310,000 034 NATURAL RESOURCE PROTECTION PLAN LS 2,000.0000 2,000.00 1.000 2,000 035 FISH PROTECTION LS 15,000.0000 15,000.00 1.000 15,000 036 ABANDON CULVERT LF 6.0000 12,360.00 798.000 4,788 037 ABANDON INLET EA 600.0000 6,600.00 11.000 6,600 038 REMOVE CHAIN LINK FENCE LF 6.0000 7,260.00 1,216.000 7,296 039 REMOVE METAL BEAM GUARD RAILING LF 6.0000 15,600.00 2,955.500 17,733 040 REMOVE FLARED END SECTION EA 250.0000 1,750.00 5.000 1,250 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 191,450.00 121,623.000 42,568 042 REMOVE PAVEMENT MARKING SQFT 3.0000 9,840.00 1,985.000 5,955 043 REMOVE PAVEMENT MARKER EA 1.0000 10,400.00 16,744.000 16,744 044 REMOVE ROADSIDE SIGN EA 150.0000 2,850.00 19.000 2,850 045 REMOVE SIGN STRUCTURE EA 4,000.0000 24,000.00 6.000 24,000 046 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 5,980.00 5,990.000 11,980 047 REMOVE CULVERT LF 18.0000 96,300.00 17.900 322.20 3,938.600 70,894 048 REMOVE INLET EA 500.0000 35,500.00 64.000 32,000 049 REMOVE HEADWALL EA 500.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE PAVEMENT SQYD 1.5000 225,000.00 138,461.240 207,691 051 REMOVE CONCRETE DECK SURFACE SQFT 3.0000 73,845.00 1,962.000 5,886.00 14,541.000 43,623 052 SALVAGE SINGLE THRIE BEAM BARRIER LF 6.0000 73,800.00 12,112.500 72,675 053 SALVAGE DOUBLE THRIE BEAM BARRIER LF 10.0000 130,000.00 12,900.000 129,000 054 SALVAGE METAL BRIDGE RAILING LF 13.0000 67,236.00 5,172.000 67,236 055 RECONSTRUCT SINGLE THRIE BEAM BARRIER LF 30.0000 45,600.00 592.000 17,760 056 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 45.0000 20,700.00 259.000 11,655 057 RECONSTRUCT METAL BEAM GUARD RAILING LF 32.0000 9,280.00 163.500 5,232 058 ADJUST INLET EA 1,000.0000 4,000.00 1.000 1,000 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9000 160,200.00 7,605.000 6,844 060 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1200 23,729.40 82,612.000 9,913.44 177,539.500 21,304 061 REMOVE SOUND WALL LF 25.0000 11,750.00 330.000 8,250 062 ACCESS OPENING, SOFFIT EA 1,000.0000 56,000.00 29.000 29,000 063 CAP INLET EA 1,500.0000 10,500.00 9.000 13,500 064 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 065 BRIDGE REMOVAL (PORTION), LOCATION B LS 18,000.0000 18,000.00 1.000 18,000 066 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000 067 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000 068 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000 069 BRIDGE REMOVAL (PORTION), LOCATION F LS 40,000.0000 40,000.00 1.000 40,000 070 BRIDGE REMOVAL (PORTION), LOCATION G LS 18,000.0000 18,000.00 1.000 18,000 071 BRIDGE REMOVAL (PORTION), LOCATION H LS 45,000.0000 45,000.00 1.000 45,000 072 BRIDGE REMOVAL (PORTION), LOCATION I LS 35,000.0000 35,000.00 1.000 35,000 073 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 1.000 20,000 074 BRIDGE REMOVAL (PORTION), LOCATION K LS 12,000.0000 12,000.00 1.000 12,000 075 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 0.980 220,500 076 ROADWAY EXCAVATION CY 15.0000 2,790,000.00 201,276.900 3,019,153 PROGRAM CAS145 PAGE 4 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Y-1) CY 16.0000 76,960.00 4,810.000 76,960 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 079 ADL BURIAL LOCATION REPORT LS 20,000.0000 20,000.00 0.000 0 080 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 081 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 53,650.00 1,073.000 53,650 (F) 082 STRUCTURE EXCAVATION (TYPE D) CY 50.0000 18,500.00 370.000 18,500 (F) 083 STRUCTURE EXCAVATION (CRIB WALL) CY 15.0000 38,400.00 1,280.000 19,200 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 5.0000 277,000.00 152.300 761.50 56,232.350 281,161 085 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 58,905.00 693.000 58,905 (F) 086 STRUCTURE BACKFILL (CRIB WALL) CY 20.0000 51,000.00 0.000 0 087 STRUCTURE BACKFILL (RETAINING WALL) CY 10.0000 373,000.00 37,302.000 373,020 (F) 088 PERVIOUS BACKFILL MATERIAL (RETAINING CY 25.0000 69,000.00 2,299.000 57,475 (F) WALL) 089 SAND BACKFILL CY 100.0000 22,000.00 86.150 8,615 090 DITCH EXCAVATION CY 10.0000 83,600.00 5,304.000 53,040 091 IMPORTED MATERIAL (SHOULDER BACKING) TON 32.0000 16,000.00 0.000 0 092 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.2500 769,500.00 482.660 1,085.99 183,434.520 412,727 093 EROSION CONTROL (DRY SEED) (SQFT) SQFT 1.0000 2,200.00 0.000 0 094 COMPOST (INCORPORATE) SQYD 5.0000 1,250.00 0.000 0 095 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 9,350.00 6.000 3,300 096 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,000.0000 112,000.00 13.500 54,000 097 MAINTAIN EXISTING PLANTED AREAS LS 105,000.0000 105,000.00 0.009 945.00 1.000 105,000 098 MAINTAIN EXISTING IRRIGATION FACILITIES LS 40,000.0000 40,000.00 0.009 360.00 1.000 40,000 099 IRRIGATION SYSTEM LS 330,000.0000 330,000.00 0.473 156,090 100 8" CORRUGATED HIGH DENSITY LF 30.0000 113,100.00 3,962.500 118,875 POLYETHYLENE PIPE CONDUIT 101 CLASS 2 AGGREGATE SUBBASE CY 28.0000 2,192,400.00 68,913.100 1,929,566 102 AGGREGATE BASE (APPROACH SLAB) CY 65.0000 16,770.00 264.000 17,160 103 CLASS 3 AGGREGATE BASE CY 40.0000 32,080.00 802.000 32,080 PROGRAM CAS145 PAGE 5 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 71.0000 5,722,600.00 54,845.770 3,894,049 105 SHOULDER RUMBLE STRIP STA 90.0000 3,060.00 0.000 0 (AC, GROUND-IN INDENTATIONS) 106 DATA CORE LS 10,000.0000 10,000.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 1,680.00 113.000 904 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 1,440.00 320.000 2,560 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,160.00 51.000 408 110 PLACE HOT MIX ASPHALT SQYD 60.0000 4,980.00 37.200 2,232 (MISCELLANEOUS AREA) 111 TACK COAT TON 700.0000 55,300.00 19.890 13,923 112 CONTINUOUSLY REINFORCED CONCRETE CY 166.0000 15,504,400.00 3,068.100 509,304.60 80,926.970 13,433,877 PAVEMENT 113 CONTINUOUSLY REINFORCED CONCRETE LF 4.0000 600.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE A) 114 CONTINUOUSLY REINFORCED CONCRETE LF 80.0000 4,800.00 60.000 4,800 PAVEMENT (TERMINAL JOINT, TYPE B) 115 CONTINUOUSLY REINFORCED CONCRETE LF 75.0000 5,400.00 28.000 2,100.00 176.000 13,200 PAVEMENT (TERMINAL JOINT, TYPE C) 116 CONTINUOUSLY REINFORCED CONCRETE LF 16.0000 49,280.00 2,224.000 35,584 PAVEMENT (TERMINAL JOINT, TYPE E) 117 CONTINUOUSLY REINFORCED CONCRETE LF 600.0000 1,824,000.00 1,114.000 668,400 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 118 CONTINUOUSLY REINFORCED CONCRETE LF 150.0000 456,000.00 2,770.000 415,500 PAVEMENT (EXPANSION JOINT, TYPE WF) 119 JOINTED PLAIN CONCRETE PAVEMENT CY 160.0000 1,104,000.00 2,380.000 380,800.00 5,690.050 910,408 120 SHOULDER RUMBLE STRIP STA 40.0000 27,200.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 121 SEAL PAVEMENT JOINT LF 1.3500 352,350.00 2,559.000 3,454 122 SEAL ISOLATION JOINT LF 8.0000 61,280.00 1,070.500 8,564 123 GROOVE POLYESTER CONCRETE OVERLAY SQYD 14.0000 187,320.00 6,438.000 90,132 (F) 124 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 185.0000 880,970.00 4,756.940 880,033 125 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 370,750.00 2,966.000 370,750 126 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 145.0000 158,630.00 1,094.000 158,630 127 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 275.0000 226,600.00 824.000 226,600 128 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 385.0000 80,850.00 210.000 80,850 129 FURNISH PILING (CLASS 140) LF 60.0000 117,780.00 1,963.000 117,780 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 DRIVE PILE (CLASS 140) EA 1,250.0000 35,000.00 28.000 35,000 (ALTERNATIVE W) 131 FURNISH PILING LF 30.0000 160,680.00 5,442.000 163,260 (CLASS 140) (ALTERNATIVE X) (MODIFIED) 132 DRIVE PILE EA 1,500.0000 135,000.00 90.000 135,000 (CLASS 140) (ALTERNATIVE X) (MODIFIED) 133 FURNISH PILING (CLASS 200) LF 75.0000 144,675.00 1,929.000 144,675 (ALTERNATIVE W) 134 DRIVE PILE (CLASS 200) EA 1,300.0000 31,200.00 24.000 31,200 (ALTERNATIVE W) 135 FURNISH PILING LF 30.0000 106,230.00 3,541.000 106,230 (CLASS 200) (ALTERNATIVE X) (MODIFIED) 136 DRIVE PILE EA 1,200.0000 76,800.00 64.000 76,800 (CLASS 200) (ALTERNATIVE X) (MODIFIED) 137 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 675,000.00 13,178.000 658,900 PILING (SOUND WALL) 138 PRESTRESSING CAST-IN-PLACE CONCRETE LS 380,000.0000 380,000.00 1.000 380,000 139 PRESTRESSING LS 35,000.0000 35,000.00 0.000 0 (HIGH STRENGTH THREADED RODS) 140 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 550.0000 22,000.00 40.000 22,000 (F) 141 STRUCTURAL CONCRETE, BRIDGE CY 625.0000 4,881,250.00 7,790.000 4,868,750 (F) 142 STRUCTURAL CONCRETE, RETAINING WALL CY 380.0000 6,270,000.00 198.000 75,240.00 16,244.470 6,172,898 (F) 143 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 602,000.00 1,204.000 602,000 (F) (TYPE N) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 1,278,000.00 2,394.130 1,197,065 (TYPE R) 145 STRUCTURAL CONCRETE, BOX CULVERT CY 800.0000 81,600.00 102.000 81,600 (F) 146 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 480,700.00 381.410 419,551 (F) 147 MINOR CONCRETE (BACKFILL) CY 110.0000 1,430.00 3.950 434 148 PAVING NOTCH EXTENSION CF 225.0000 244,575.00 1,021.505 229,838 149 DIAPHRAGM BOLSTER EA 2,800.0000 274,400.00 4.200 11,760 150 ARCHITECTURAL TEXTURE (PIER WALL) SQFT 25.0000 37,250.00 1,490.000 37,250 (F) 151 FRACTURED RIB TEXTURE SQFT 1.1000 171,600.00 156,090.000 171,699 152 DRILL AND BOND DOWEL LF 15.0000 56,850.00 3,113.250 46,698 153 CLEAN EXPANSION JOINT LF 18.0000 4,320.00 120.000 2,160 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,700.0000 18,800.00 4.000 18,800 GIRDER (30'-40') 155 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,400.0000 140,400.00 26.000 140,400 GIRDER (40'-50') 156 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 25.0000 339,250.00 13,570.000 339,250 SLAB (TYPE SII) PROGRAM CAS145 PAGE 7 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 30,000.00 30.000 30,000 GIRDER 158 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,100.0000 130,900.00 119.000 130,900 UNIT 159 REINFORCED CONCRETE CRIB WALL (TYPE A) SQFT 60.0000 120,000.00 0.000 0 160 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 2,376,000.00 9,353.090 748,247.20 22,101.770 1,768,141 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 197,745.00 82,612.000 82,612.00 177,539.500 177,539 (F) 162 CORE AND PRESSURE GROUT HIGH STRENGTH LF 115.0000 29,900.00 0.000 0 THREADED ROD 163 CORE CONCRETE (2") LF 110.0000 1,100.00 0.000 0 164 CORE CONCRETE (8") LF 180.0000 720.00 4.000 720 165 CORE CONCRETE (9") LF 200.0000 15,000.00 0.000 0 166 CORE CONCRETE (12") LF 280.0000 560.00 1.000 280 167 CORE CONCRETE (10") LF 260.0000 520.00 1.000 260 168 CORE CONCRETE (14") LF 360.0000 3,600.00 10.000 3,600 169 CORE CONCRETE (16") LF 475.0000 2,375.00 2.500 1,187 170 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 15.0000 2,715,000.00 134,884.890 2,023,273 171 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 156,480.00 9,780.000 156,480 (F) 172 JOINT SEAL (MR 1/2") LF 40.0000 6,160.00 99.080 3,963 173 JOINT SEAL (MR 1") LF 25.0000 61,475.00 2,250.920 56,273 174 JOINT SEAL (MR 1 1/2") LF 55.0000 25,410.00 2,159.000 118,745 175 JOINT SEAL (MR 2") LF 75.0000 51,525.00 458.000 34,350 176 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,341,080.00 2,601,200.000 2,341,080 (F) 177 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,556,561.00 1,553,515.000 1,553,515 (F) 178 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 24,500.00 24,500.000 24,500 (F) 179 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 548,937.00 60,328.000 180,984 (F) 180 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 73,191.60 60,328.000 24,131 (F) 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 22,100.00 366.000 4,758 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 3,900.00 0.000 0 (0.063"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 18,000.00 0.000 0 (0.063"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 25,500.00 0.000 0 (SIGN FOUNDATION) 185 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 126,000.00 176.250 105,750 (SIGN FOUNDATION) 186 METAL (BARRIER MOUNTED SIGN) LB 9.0000 41,310.00 0.000 0 187 METAL (SOUNDWALL MOUNTED SIGN) LB 12.0000 44,880.00 1,980.000 23,760 188 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 3.000 900 189 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 0.000 0 METHOD) 190 INSTALL SIGN OVERLAY SQFT 16.0000 256.00 0.000 0 191 12" ALTERNATIVE PIPE CULVERT LF 100.0000 5,200.00 4.000 400.00 214.100 21,410 192 18" ALTERNATIVE PIPE CULVERT LF 40.0000 181,200.00 2,725.500 109,020 193 24" ALTERNATIVE PIPE CULVERT LF 46.0000 273,700.00 5,079.600 233,661 194 JACKED 24" REINFORCED CONCRETE PIPE LF 350.0000 248,500.00 673.400 235,690 (CLASS IV) 195 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 373,500.00 22,565.000 338,475 196 6" PLASTIC PIPE LF 25.0000 61,000.00 968.000 24,200 197 12" ANCHOR ASSEMBLY EA 1,000.0000 28,000.00 4.000 4,000.00 16.000 16,000 198 12" ALTERNATIVE PIPE DOWNDRAIN LF 30.0000 96,000.00 153.500 4,605.00 2,251.600 67,548 199 18" ALTERNATIVE PIPE DOWNDRAIN LF 35.0000 14,700.00 295.500 10,342 200 CORRUGATED STEEL PIPE RISER LF 600.0000 46,200.00 28.650 17,190 (0.079" THICK) 201 12" ALTERNATIVE FLARED END SECTION EA 350.0000 32,900.00 5.000 1,750.00 47.000 16,450 202 18" ALTERNATIVE FLARED END SECTION EA 450.0000 3,600.00 4.000 1,800 203 36" GCP INLET LF 700.0000 9,800.00 5.900 4,130 204 DRAINAGE MANHOLE (TYPE 1) LF 250.0000 55,000.00 129.050 32,262 205 DRAINAGE MANHOLE (TYPE 3) LF 200.0000 6,000.00 19.500 3,900 206 ROCK SLOPE PROTECTION CY 125.0000 91,250.00 14.000 1,750.00 1,135.530 141,941 (BACKING NO. 2, METHOD B) 207 SLOPE PAVING (PATTERNED CONCRETE) CY 650.0000 111,150.00 8.400 5,460 (F) 208 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 8,500.00 41.000 205.00 1,134.600 5,673 209 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 375,000.00 42.000 21,000.00 306.180 153,090 CONSTRUCTION) 210 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 151,000.00 5,311.900 53,119 PROGRAM CAS145 PAGE 9 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 MISCELLANEOUS IRON AND STEEL LB 2.2500 140,179.50 30,492.000 68,607 (F) 212 MISCELLANEOUS METAL LB 5.0000 90,000.00 0.000 0 (F) (RESTRAINER - PIPE TYPE) 213 MISCELLANEOUS METAL LB 10.0000 31,600.00 3,160.000 31,600 (F) (RESTRAINER - CABLE TYPE) 214 MISCELLANEOUS METAL (BRIDGE) LB 25.0000 9,000.00 360.000 9,000 (F) 215 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 242,025.00 16,858.400 126,438 (F) 216 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 129,000.00 17,200.000 129,000 (F) (EDGE DRAIN) 217 6' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 18,000.00 4.000 4,000 218 OBJECT MARKER (TYPE L) EA 35.0000 140.00 0.000 0 219 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 113,050.00 212.000 7,420.00 2,088.500 73,097 220 TRANSITION RAILING (TYPE WB) EA 2,800.0000 28,000.00 4.000 11,200 221 TRANSITION RAILING (TYPE DTB) EA 4,500.0000 9,000.00 0.000 0 222 END ANCHOR ASSEMBLY (TYPE CA) EA 1,600.0000 4,800.00 0.000 0 223 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 19,800.00 3.000 6,600 224 CONCRETE BARRIER (TYPE 60) LF 32.0000 595,200.00 0.000 0 225 CONCRETE BARRIER (TYPE 60E) LF 175.0000 42,000.00 0.000 0 226 CONCRETE BARRIER LF 50.0000 119,800.00 0.000 0 (F) (TYPE 60A MODIFIED) 227 CONCRETE BARRIER (TYPE 736A) LF 65.0000 137,150.00 0.000 0 228 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 125.0000 119,250.00 894.000 111,750 (F) 229 CONCRETE BARRIER (TYPE 736S) LF 100.0000 67,000.00 670.000 67,000 230 CONCRETE BARRIER (TYPE 736B) LF 180.0000 10,980.00 0.000 0 231 CONCRETE BARRIER LF 90.0000 1,328,760.00 340.000 30,600.00 10,130.000 911,700 (F) (TYPE 736A MODIFIED) 232 CONCRETE BARRIER LF 145.0000 3,770.00 0.000 0 (F) (TYPE 736B MODIFIED) 233 CONCRETE BARRIER (TYPE 736SV) LF 125.0000 503,750.00 3,970.000 496,250 234 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 206,640.00 309,956.000 65,090 235 PAINT PAVEMENT MARKING SQFT 3.0000 16,560.00 4,396.000 13,188 236 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 300.00 12,285.000 30,712 237 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 45,000.00 13,715.000 41,145 PROGRAM CAS145 PAGE 10 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.009 27.00 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 239 LIGHTING (STAGE CONSTRUCTION) LS 300,000.0000 300,000.00 0.752 225,600 240 LIGHTING AND SIGN ILLUMINATION LS 500,000.0000 500,000.00 0.832 416,000 241 CHANGEABLE MESSAGE SIGN SYSTEM LS 45,000.0000 45,000.00 0.176 7,920 242 FIBER OPTIC SYSTEM LS 465,000.0000 465,000.00 0.873 405,945 243 RELOCATE MICROWAVE VEHICLE DETECTION LS 8,000.0000 8,000.00 0.330 2,640 SYSTEM 244 VEHICLE CLASSIFICATION STATION LS 105,000.0000 105,000.00 0.039 4,095 245 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 09/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 08:25 AM ESTIMATE NO. 053 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 09/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,956,954.93 65,427,368.43 ADJUSTMENT OF COMPENSATION 0.00 654,907.52 EXTRA WORK 66,501.14 7,184,396.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,023,456.07 73,266,672.74 246 MOBILIZATION LS 8,000,000.0000 8,000,000.00 1.000 8,000,000 ORIGINAL CONTRACT AMOUNT 86,309,895.50 TOTAL WORK COMPLETED 2,023,456.07 81,266,672.74 MATERIALS ON HAND ON SITE 789,172.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -43,497.25 TOTAL 2,028,456.07 82,012,348.15 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 06/15/11 935 08/22/11 08/09/11 04/22/16 946 76 157 0 85% 87% PROGRESS IS SATISFACTORY DEOL, HARMINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/15