Construction of Shed Shamshan Ghat Nagni Pyt- Bhatoli Block- Kahara

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed

Providing and laying in position cement concrete of specified grade including curing butnexcluding the cost of centring and shuttering. All work upto plinth level with: 4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) incl carriage of material all complete.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) incl carriage of material all complete.

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) incl carriage of material all complete.

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 5.2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) incl carriage of material all complete.

Dry random rubble masonry with hard stone in foundation and plinth: 7.3.2 Without bond stone. Incl carriage of material all complete.

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations,

Centering and shuttering including strutting, propping etc. and removal of form work for: 5.9.6 Columns,

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 11.3.3 50 mm thick with 20mm nominal size stone aggregate. incl carriage of material all complete.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2.2 Welded

Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.5 0.63 mm thick with zinc coating not less than 275 gram/m2

CIB (citizen information Board ) size 4'00"x5'00"x0'9" (above plinth level) with tepered top having 20 degree slope in Brick Masonary(1:4) including plaster , paint, lettering and logos as per instruction of Engineer -in-charge including carriage of material. ( complete job)

AB KARIM

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