Description

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Name of File :- Material Requirements For Civil Work Design Excel Sheet with Shortcut Key’s (Based on IS Code)

Content:-

• Sheet No-1 Bar Bending Schedule
• Sheet No-2 MAIN BUILDING (Items)
• Sheet No-3 Requirement of Material(in MKS And FPS System)
• Sheet No-4 Requirement of Material and Labor(MKS)
• Sheet No-5 Bar Weight (Imperial Sizes)
• Sheet No-6 ITEM WISE BREAKDOWN FOR ANY QAUNTITY

MAIN BUILDING

• Excavation in foundation of building, bridges etc complete : In ordinary soil
• Plain Cement Concrete incl. placing, compacting, finishing & curing (Ratio 1:4:8) in foundation
• Plain Cement Concrete incl. placing, compacting, finishing & curing (Ratio 1:2:4)
• Damp proof of cem. conc. 1:2:4 i/c bitumen coat, 1 layer polythene & 1 coat bitumen (2″ thick)
• Pacca brick work in foundation and plinth in Cement, sand mortar 1:6
• Pucca brick work in ground floor Cement, sand mortar 1:6 upto Lintel Level
• Pucca brick work in ground floor Cement, sand mortar 1:4
• Extra labour for first floor (columns)
• Extra labour for first floor (B.B work)
• RCC (1:2:4) in Slab, Lintel and shades
• Extra labour for first floor (RCC)
• Extra labour for arch work in brick masonry, including labour for centring and decentring
• Single layer of tiles 10″x5″x1.25″ laid over 4″ earth and 1″ mud plaster on top of RC roof slab
• P&L of polythene sheet on roof
• Khuras on roof 2’x2’x6″
• Bottom khuras of brick masonry in c/s mortar 1:6,4’x2’x4.5″ over 3″ cem. concrete 1:4:8
• Cement plaster 1:4 upto 20′ height 1/2″ thick
• Cement pointing struck joints, on walls, upto 20′ height : Ratio 1:3
• Filling, watering and ramming earth under floor with surplus earth from foundation, etc
• Supplying and filling sand under floor or plugging in wells
• Brick Ballast or shingle under floor
• Excavation in foundation of building, bridges etc complete : In ordinary soil
• Plain Cement Concrete incl. placing, compacting, finishing & curing (Ratio 1:4:8) in foundation
• Plain Cement Concrete incl. placing, compacting, finishing & curing (Ratio 1:2:4)
• Damp proof of cem. conc. 1:2:4 i/c bitumen coat, 1 layer polythene & 1 coat bitumen (2″ thick)

Requirement of Material(in MKS And FPS System)

• RCC/PCC
• P.C.C(1:4:8)
• P.C.C(1:3:6)
• P.C.C/R.C.C(1:2:4)
• P.C.C/R.C.C(1:1.5:3)
• P.C.CR.C.C(1:1:2)
• Burnt Brick (Cement Sand Mortar)
• Brick Cement Mortar(1:6)
• Brick Cement Mortar(1:5)
• Brick Cement Mortar(1:4)
• Brick Cement Mortar(1:3)
• Plastering/Pointing
• Cement plaster (1:6) 1/2″ thick(12mm)
• Cement plaster(1:5)1/2″ thick(12mm)
• Cement plaster(1:4)1/2″ thick (12mm)
• Cement plaster(1:3)1/2″ thick(12mm)
• Cement plaster(1:2)1/2″ thick(12mm)
• Cement plaster (1:6) 3/4″ thick(20mm)
• Cement plaster(1:5)3/4″ thick(20mm)
• Cement plaster(1:4)3/4″ thick(20mm).
• Cement plaster(1:3)1/2″ thick(20mm)
• Cement plaster(1:2)3/4″ thick(20mm)
• Ceiling plaster(1:3)1/2″ thick(12mm)
• Ceiling plaster(1:4)1/2″ thick(12mm)
• Ceiling plaster(1:3)1/4″ thick(6mm)
• Ceiling plaster(1:4)1/4″ thick(6mm)
• Cement pointing (1:3)
• Cement pointing (1:2)
• DPC
• D.P.C. 1:2:4 (2″ thick)
• D.P.C. 1:1.5:3( 1″ thick/2.5cm)
• Flooring
• 2″(5cm)Thick PCC Floor (1:2:4)
• 2″(5cm)Thick PCC Floor (1:2:4)
• 4″ Thick PCC(1:4:8)
• Brick Tiles(10″x5″x1.25″)
• Brick Tiles(10″x5″x1.25″)

Requirement of Material and Labor(MKS)
Bar Weight (Imperial Sizes)

• Particular of Item
• Excavation In Ordinary Soil
• Excavation In Hard Soil
• BB Work in Cement Mortar in Foundation and Plinth
• BB work in Super Structure
• R.B Work
• Plastering
• Pointing
• Floor Topping
• PCC
• RCC
• Shuttering
• Filling/Compacting of Earth under Floor
• Sand Cushion Under floor
• Brick Ballast under floor
• DPC
• Brick laid by Mason
• Brick laid by Mason in foundation
• Steel Fixing
• Paint Enamel
• Paint Emulsion
• Electrification

ITEM WISE BREAKDOWN FOR ANY QAUNTITY
Description of items

• P C C (1:4:8)
• P C C (1:2:4)
• Bricks works(1:4CSM)
• Bricks works(1:3CSM)
• Bricks works(1:6CSM)
• Steel 1/2″ dia
• Steel 3/8″ dia
• Brick Tiles(10″X5″X1.25″)
• Bitumen’s 10/20 Grade
• Polthyene Sheet 100Gauge
• DPC (1:2:4)
• Mud
• Cement Plaster 1/2″ thick(1:3csm)
• Cement Plaster 1/2″ thick(1:6 csm)
• Coping (1:3:6)
• Floor PCC1:2:4
• Struck pointing (1:3 csm)
• 1/2″ Skirting (1:2 csm)