Construction of D-type Quater (Block-A) of Brutanga and Hadua Irrigation Project, at-Dasapalla Irrigation Colony District -Nayagarh. (Civil, PH and Electrical)

Earth work in excavation of foundation trenches in all kinds of soil including moorum stoney earth and earth mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and leveling the bed upto the required depth and depositing the excavated materials away from the work site with all lead and lift including shoring, shuttering & dewatering (if required) with cost of all Labour, Hire & Running charges of the water pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge.

Supplying, Diluting & Spreading Chemical Emulsion like CHLORPYRIPHOS OR Other Chemical approved by the Central Insecticides Board as directed by the manufacturer and spraying the mixture uniformly by the sprayer as  preconstructional antitermite  treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation,  top surface of  plinth   filling, junction of walls and floors along with external  perimeter of the  building, expansion joints, surrounding the pipes and conduits etc. complete at the rate of 7.5 litres (or as directed by the manufacturer) per sqm on vertical and 5.0 litres per sqm on horizontal surfaces, 50% of the emulsion to be filled in center to center etc. complete as per the holes made in trenches at 150m.m IS:6313/1981(Part-II) complete including cost, conveyance, loading, unloading and taxes of all materials, cost of all labour, T&P, sundries and scaffolding where required for the work etc. as directed by the Engineer -in -charge.

Filling in foundation trenches and plinth with excavated earth well watered and rammed in layers not exceeding 23 c.m in depth including all lead and lift, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer- in- charge.

Supplying & Filling foundation trenches , plinth & ditches with river sand well watered and rammed in layers not exceeding 23 c.m in depth with all lead and lift including cost, conveyance, loading, unloading, stacking,royalties and taxes of all Materials, cost of all Labour,Sundries, T&P required for the work etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only.)

Providing and Laying Plain Cement Concrete of proportion (1:3:6) in foundation and floors (i.e. below the base course of the flooring) using 40 mm size crusher broken H.G Stone Metal free from weathered skins , cement and screened & washed sharp river sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layer including cost, conveyance , loading,unloading, stacking ,royalties and taxes of all materials, cost of all labour, Sundries, T&P required for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of the water pump required for the work etc complete in all respect as directed by the Engineer-in-charge.

Providing Fly Ash Brick Masonry using bricks of size 25 c.m. x 12 c.m. x 8 c.m. having crushing strength not less than 75 kg per square c.m. in cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar after immersing the bricks for 6 (Six) hours in water before use in the works in Foundation & Plinth of works with all necessary projections, splays cutting, circular moulding, corbelling, chamfering, watering and curing etc. including cost, coveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,scaffolding, sundries and T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.

Providing Fly Ash Brick Masonry using bricks of size 25 c.m. x 12 c.m. x 8 c.m. having crushing strength not less than 75 kg per square c.m. in cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar after immersing the bricks for 6 (Six) hours in water before use in the works in superstructure and similar such type of works with all necessary projections, splays cutting, circular moulding, corbelling, chamfering, watering and curing etc. including cost, coveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,scaffolding, sundries and T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.

Ground Floor

First Floor

Second Floor