Probable Estimate For Construction Of Majhithan At Mehi Namo Para Hadalda Uparrah Gp Under Kashipur Block, kashipur-West Bengal

Probable Estimate for Construction of Majhithan at Mehi Namo Para Hadalda Uparrah GP under Kashipur Block-No. 1 E/W in excavation in foundation & trenches for all sorts of soil (including mixed soil but excluding laterite or sand stone soil)including removing , spreading and stacking the spoil within a lead of 75 m as directed. The item includes the necessary trimming the side of trenches Leveling, dressing & ramming the bottom, bailing out water as required complete,(page no 1 ,item no 2a) 2 single layer B.F.S in foundation & floor of picked jhama bricks including ramming & dressing to proper bed level & filling the joints with local sand including cost of sand. (page no 14, item no 1 , corrigendum page &item no -1/1) bellow tie beam footing ramp floor 3 filling in foundation and plinth by fine sand in layer not exceeding 150 mm thick as directed and consolidation the same by thorough saturation with water complete.(page no 2, item no 4) floor ramp 4 cement concrete with (1:3:6) graded stone chips 40 mm down excluding shuttering & centering. page no 24, item no- 4, corrigendum page and item no - 10/27)) column footing floor ramp 5 250 mm thick brick work with fly ash bricks bricks with cement with cement mortar (1:6) in ground floor in superstructure.(page no 33 new , corrigendum page & item no - 82/5) wall ramp ramp 6 Hire & labour charges for shuttering with centering & necessary stagging up to 4 m using approved stout props & thick hard wood planks of approved thickness with required bracing for concrete slab , beam, column , lintels etc.including fitting, fixing striking out after completion of works.( 25 to 30 mm thick ) (page no 42, item no 36) column tie beam and wall beam Roof 7 ordinary cement concrete (1:1.5:3) with graded stone chips excluding shuttering & reinforcement . page no 26, item no- 10, corrigendum page & item no - 12/33) sort of structure including distrubution bar, stirrups, binders, initial straightening & removal of loose rust , cutting to requisite length, hooking & bending to correct shape , placing in proper position and binding with 16 gauge black annealed wire at every intersection .(ref page no 43, item no 40a(i) of chapter C 10th corrigendum) assuming 1% steel of concrete volume plaster to ( wall , floor , ceiling etc) with sand cement mortar including rounding off or chamffering of corners. as directed & racking out joints including throtting, nosing of drip course,scaffolding/ stagging where necessary in ground floor. (page no 189, item no 1, corrigendum page & item no - 50/1 ) column column wall suppluing fitting fixing 1st class ceramic tiles with (1:4) cement mortar 20mm thick with 1.5 mm thick cement slurry. Area of tiles 0.09 sqm. (page no 64 , item no 34, corrigendum page & item nio - 34/22) floor Ms structural works in roof trusses with tubular sections conformingto Is 806-1968 & IS 1161-1998 connected to one another with bracket, gusset cleat as per design direction of engineer in charge complete including cutting to requisite size fabrication with necessary metal arc weiding etc (page no - 85, item no - 3)(3rd corrigendum) applying decorative cement based paint of approve quality after praparing the surface including scrapping the same throughly two coats. Area same as plastered area,(page no 197, item no 15) same as plastered area

INR 250 /-

INR 98005.0 /-

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