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J-181 1 Project : Diamond -4 M=Mason, TM=Tile Mason, SF=Steel Fixer, H=Helper, P=Painter Job No : 181 Duration and Resource Calculations for Finishes. 1md= 9 Sr. No Description Quantity Unit Mhrs Man Days Dur Resources M TM H SF P A) Block work 1 Basement 2 713 m2 8 802 89 10 9 10 2 Basemnet 1 713 m2 8 802 89 10 9 10 3 Ground Floor 1600 m2 8 1800 200 14 14 14 4 F1 1600 m2 8 1800 200 16 13 14 5 F2 1600 m2 8 1800 200 16 13 14 6 F3-F19 1310 m2 8 1474 164 14 12 14 7 Roof B) Plaster PM 1 Basement 2 4945 m2 12 3709 412 30 14 15 2 Basemnet 1 6231 m2 12 4673 519 32 16 15 3 Ground Floor 4930 m2 12 3698 411 28 15 15 4 F1 4433 m2 12 3325 369 24 15 15 5 F2 4574 m2 12 3431 381 24 16 15 6 F3-F19 3457 m2 12 2593 288 20 14 15 7 Roof 71 m2 12 53 6 8 1 7 8 Staircase 6348 m2 12 4761 529 23 23 8 C) Screed PM 1 Basement 2 3095 m2 25 1114 124 22 6 6 2 Basement 1 3097 m2 25 1115 124 22 6 6 3 Ground Floor 2259 m2 25 813 90 20 5 6 4 F1 1098 m2 25 395 44 12 4 3 5 F2 1099 m2 25 396 44 12 4 3 6 F3-F19 774 m2 25 279 31 12 3 3 7 Roof 22 m2 25 8 1 1 D) Cremaic Tile Floor TM 1 Basement 2 22 m2 10 20 2 4 1 1 2 Basement 1 86 m2 10 77 9 5 2 2 3 Ground Floor 769 m2 10 692 77 12 6 5 4 F1 1098 m2 10 988 110 15 7 8 5 F2 1099 m2 10 989 110 15 7 8 6 F3-F19 769 m2 10 692 77 12 6 8 7 Roof 22 m2 10 20 2 1 E) Ceramic Tile Wall TM 1 Basement 2 2 Basement 1 3 Ground Floor 594 m2 10 535 59 18 3 4 4 F1 940 m2 10 846 94 15 6 7 5 F2 964 m2 10 868 96 15 6 8 6 F3-F19 658 m2 10 592 66 15 4 8 F) False Ceiling (1st Fix) C 1 Basement 2 22 m2 2 99 11 6 2 2 2 Basement 1 22 m2 2 99 11 6 2 2 3 Ground Floor 621 m2 4 1397 155 19 8 5 4 F1 334 m2 4 752 84 21 4 4 5 F2 340 m2 4 765 85 21 4 4 6 F3 280 m2 4 630 70 18 4 4 7 F4 226 m2 4 509 57 14 4 4 8 F5-F16 226 m2 4 509 57 14 4 4 9 F17-F18 224 m2 4 504 56 14 4 4 10 F19 238 m2 4 536 60 15 4 4 False Ceiling (2nd Fix) C 1 Basement 2 22 m2 2 99 11 6 2 2 2 Basement 1 22 m2 2 99 11 6 2 2 3 Ground Floor 621 m2 4 1397 155 19 8 5 4 F1 334 m2 4 752 84 21 4 4 5 F2 340 m2 4 765 85 21 4 4 6 F3 280 m2 4 630 70 18 4 4 7 F4 226 m2 4 509 57 14 4 4 8 F5-F16 226 m2 4 509 57 14 4 4 9 F17-F18 224 m2 4 504 56 14 4 4 10 F19 238 m2 4 536 60 15 4 4 Prod. Rate

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FinishesProject : Diamond -4M=Mason, TM=Tile Mason, SF=Steel Fixer, H=Helper, P=PainterJob No : 181Duration and Resource Calculations for Finishes.1md=9Sr. NoDescriptionQuantityUnitProd.RateMhrsMan DaysDurResourcesMTMHSFPA)Block work1Basement 2713m2880289109102Basemnet 1713m2880289109103Ground Floor1600m2818002001414144F11600m2818002001613145F21600m2818002001613146F3-F191310m2814741641412147RoofB)PlasterPM1Basement 24945m21237094123014152Basemnet 16231m21246735193216153Ground Floor4930m21236984112815154F14433m21233253692415155F24574m21234313812416156F3-F193457m21225932882014157Roof71m2125368178Staircase6348m212476152923238C)ScreedPM1Basement 23095m225111412422662Basement 13097m225111512422663Ground Floor2259m2258139020564F11098m2253954412435F21099m2253964412436F3-F19774m2252793112337Roof22m225811D)Cremaic Tile FloorTM1Basement 222m2102024112Basement 186m2107795223Ground Floor769m2106927712654F11098m21098811015785F21099m21098911015786F3-F19769m2106927712687Roof22m2102021E)Ceramic Tile WallTM1Basement 22Basement 13Ground Floor594m2105355918344F1940m2108469415675F2964m2108689615686F3-F19658m210592661548F)False Ceiling (1st Fix)C1Basement 222m2299116222Basement 122m2299116223Ground Floor621m24139715519854F1334m247528421445F2340m247658521446F3280m246307018447F4226m245095714448F5-F16226m245095714449F17-F18224m2450456144410F19238m24536601544False Ceiling (2nd Fix)C1Basement 222m2299116222Basement 122m2299116223Ground Floor621m24139715519854F1334m247528421445F2340m247658521446F3280m246307018447F4226m245095714448F5-F16226m245095714449F17-F18224m2450456144410F19238m24536601544G)Painting(Putty & Primer)1Basement 25243m24011801311682Basement 16529m24014691632083Ground Floor4311m2409701081384F13517m240791881375F23532m240795881376F32268m24051057967F42508m240564631068F5-F162510m240565631069F17-F182534m2405706311610F192483m2405596210611Roof347m24078924Painting - Final Paint1Basement 25243m235134815015102Basement 16529m235167918719103Ground Floor4311m23511091231494F13517m2359041001195F23532m2359081011196F32268m235583651167F42508m235645721268F5-F162510m235645721269F17-F182534m2356527212610F192483m2356387112611Roof347m235891025

&RJ-181&C&P

Sub-structureProject : Diamond -4M=Mason, TM=Tile Mason, SF=Steel Fixer, H=Helper, P=PainterJob No : 181C=CarpenterDuration and Resource Calculations for Sub-structure1md=9Sr. NoDescriptionQuantityUnitProd.RateMhrsMan DaysDurResourcesMTMHSFCPExcavation upto R.L for RaftJCB1Excavation2726m3200123141017Screed0252Backfilling4085m22001842010273Pile Cutting202no.630334574Pile head treatment202no.4455518625Epoxy treatment on pile head202no.4455518626Blinding337m3103033411367Solid Block work - Pile caps81.7m26123145368Solid Block work - Retaining wall1552.3m271996222307749Waterproofing Horizontal3260m24073482127210Raft Slaba)steel reinforcement228ton0.35586265118836.1863492063Screed2079.974b)Shuttering50m26758224.1666666667c)Concrete1852m312013915281211Vertical Waterprofing2230m23557364253312Retaining Wall - Level 2a)steel reinforcement21.084ton0.25759841645.271b)Shuttering1486m21013371491927.8210526316c)Concrete222m31513315923114Col.,RC. Walls & Staircase - Level 210-Jun-0624-Jan-07228.0a)steel reinforcement62.32ton0.2280431211628.32727272737489582003744.7916.4245175439b)Shuttering1872m210168518712215.6Qty/floor37447.9200187.23950c)Concrete279m31516719453115Ramps - Level 2a)steel reinforcement13.2ton0.15792881247.3333333333b)Shutteringc)Concrete88m315536413116Suspended Slabs - Level 1a)steel reinforcement87.577ton0.253153350161321.89425b)Shuttering4175m2103758418181323.1944444444c)Concrete809m312558616717Retaining Wall - Level 1a)steel reinforcement17.789ton0.25640711245.9296666667b)Shuttering1443m2101299144141310.3071428571c)Concrete215m31512914533119Col.,RC. Walls & Staircase - Level 1a)steel reinforcement33.193ton0.2149416614511.8546428571b)Shuttering1008m21090710113137.7538461538c)Concrete154m31592104331Screed8820Ramps - Level 1a)steel reinforcement13.2ton0.15792881237.3333333333b)Shutteringc)Concrete88m315536413121Suspended slab - Ground Floora)steel reinforcement112.428ton0.254047450141332.1222857143b)Shuttering4774m2104297477151331.8266666667Screed0c)Concrete1051m3200475157Screed0Screed0Screed0Screed0Screed22Plaster00Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0Plaster0

&RJ-181&C&P

Super-structureProject : Diamond -4M=Mason, TM=Tile Mason, SF=Steel Fixer, H=Helper, P=PainterJob No : 181C=CarpenterDuration and Resource Calculations for Super-Structure.1md=9Sr. NoDescriptionQuantityUnitProd.RateMhrsMan DaysDurResourcesMTMHSFCP1Columns & Walls - GFa)steel reinforcement42.501ton0.25153017012714.167b)Shuttering1284m2814451611411.4642857143c)Concrete142m36213247372Columns & Walls 1F-2F ( 2 Floors)a)steel reinforcement27.198ton0.259791098913.599b)Shuttering725m2881691910.0694444444c)Concrete189m36284326573Columns & Walls 3F-19F ( 17floors)a)steel reinforcement16.739ton0.256036741016.739b)Shuttering631m2871079419.71875c)Concrete112m36168193674Roof (Parapet)a)steel reinforcement8.438ton0.15506564614.0633333333b)Shuttering659m2874182420.59375c)Concrete66m3699114375Solid Slab1Fa)steel reinforcement20.716ton0.293210410610.358b)Shuttering1460m21013141461212.1666666667c)Concrete326m31252331372Fa)steel reinforcement21.701ton0.297710910610.8505b)Shuttering1474m21013271471212.2833333333c)Concrete342m31252531373Fa)steel reinforcement15.52ton0.2698787611.0857142857b)Shuttering1062m210956106911.8c)Concrete239m31251721274F-19Fa)steel reinforcement18.824ton0.2847944623.53b)Shuttering1282m2101154128621.3666666667c)Concrete294m3125212127Roofa)steel reinforcement0.796ton0.15485361.7688888889b)Shuttering53m2860741.65625c)Concrete13m31391117

&RJ-181&C&P

ProductivityProject : Diamond -4Productivity RatesSr. NoDescriptionUnitProd.Rate1Excavationm3/day402Blindingm2/day203Raft SlabaConcretem3/day40bFormworkm2/day10cSteel reinforcementkg/day3504ColumnsaConcretem3/day3bFormworkm2/day8cSteel reinforcementkg/day2505Retaining wall - FormworkaFormworkm2/day10bConcretem3/day4cSteel reinforcementkg/day2506Suspended slab - FormworkaFormworkm2/day8bConcretem3/day20cSteel reinforcementkg/day2007Block workm2/day88Internal Plasterm2/day129External Plasterm2/day1010Screedm2/day2011Ceramic Floor Tilesm2/day1512Ceramic wall tilesm2/day10