Construction of waiting Shed near Cremation Ground at village Kathar, Pyt Lower Kathar Block, Dansal.

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres:

P/L in position Cement conc. 1 cement:5fine sand: 10graded crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level.

P/L in position Cement conc. 1 cement:3fine sand:6graded crushed stone agg. 20 mm for foundation excluding the cost of centring & shuttering all work upto plinth level.

Dumping stones including casting stones in horizontal level.

Centring & shuttering including strutting, propping etc. and removal of the formwork for foundation, footing and bases of columns

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 boltedwith special shaped washers etc. complete. Hot finished welded type tubes

Providing and fixing precoated galvanized 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 minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. 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.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Sand and Coarse aggregates 1 km by MT

Stone 1 km by MT