Construction of Animal shed under IFS Unit at KVK Ramgarh.

Sub Heading 1

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil Total=1’8”x1’8”x2’6”x6=41.35cft>1.171cum

Providing and laying in position specified gradeof reinforced concrete, excluding the cost of centring, shuttering, finishing ,and reinforcement – mix 1::1.5:3 (1 cement: 1.5 coarse sand(zone-III)derived from natural source :3 graded stone aggregate 20mm nominal size derived from natural source) Base =41.33cft+stniffner =56.48cft+Tie beam=54.86cft +band 2x27.43cft =207.53cft> 5.88cum

Reinforcement( TMT C-500) for RCC works including straitening, cutting, bending, binding, placing in position 5.88cum@78kg/cum =459kg

Providing &fixing , centering & shuttering for all RCC works with props etc and its removal. Total = 360sft> 33.45sqm

Dry brick edge flooring in required pattern with of bricks of class designation 7.5 on a bed of 12mm mud mortar including filling joints with Ganga sand Total Area=300+83+16.53 =399.53sft > 37.13sqm

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate Total Area=300sft> 27.88sqm

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) [7+10x12+61x7] x0.83= 523.73cft >14.84cum

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) Total= (10+7]x12+menger 30=234sft>21.74sqm

12mm cement plaster of mix.1:6 (1 cement: 6fine sand) Total Area= inside 1123+outside 673=1796sft>166.91 sqm =167sqm

Steel work for making of door of single section ,cutting welding ,hosting and fiittng with a coat of primer 3.5’x7’x2 >49sft >172kg

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes of 2”&1”hollow pipe Total 126 kg weight

Providing and fixing jail (mesh) of steel grade 304 wire gauge to the opening area of average width of aperture1.4mm in both direction with wire dia 0.50mm with mild steel Ubeading 366sft>34.01sqm

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Total area=(16x29)=384sft~ 35.68qm

White wash with lime of three coat for even surface 167sqm

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