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| 1 | Sub Heading 1 |
| 2 | 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 |
| 3 | 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 |
| 4 | Reinforcement( TMT C-500) for RCC worksincluding straitening, cutting, bending, binding, placing in position 5.88cum@78kg/cum =459kg |
| 5 | Providing &fixing , centering & shuttering for all RCC works with props etcand its removal.Total = 360sft>33.45sqm |
| 6 | 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 |
| 7 | 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 aggregateTotal Area=300sft> 27.88sqm |
| 8 | 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 |
| 9 | 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+menger30=234sft>21.74sqm |
| 10 | 12mm cement plaster of mix.1:6 (1 cement: 6fine sand)Total Area= inside 1123+outside 673=1796sft>166.91 sqm =167sqm |
| 11 | 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 |
| 12 | 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 |
| 13 | Providing and fixingjail (mesh) of steel grade 304 wire gauge to the opening area of average width ofaperture1.4mm inboth direction with wire dia 0.50mm with mild steel Ubeading 366sft>34.01sqm |
| 14 | 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 |
| 15 | White wash with lime of three coatfor even surface167sqm |
| 16 | Goods and Service Tax |
