Construction of toilet for PwDs and Transgender at the Court Premises of Daringbadi for the year 2026-27

Earth work in excavation IN ALL KINDS OF SOILS by manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) inculding disposal of excavated earth up to 50 m and lift upto 1.5m with all lead and lift including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess ,Hire & Running charges of the water pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge.

Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general.1st Extra loft of 1.5m(up to 7.5m)

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, 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).

Carriage of excavated earth by mechanical means within 5 KM lead.

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 cement, 40mm. Size crusher broken H.G.Metal and screened and washed sharp river sand for mortar of approved quality and from approved quarry inclduign hoisting, lowering and laying concrete to the required level, ramming,watering and curing etc. completek to required levels, laid in layers not exceeding 15cm thick in each layer including cost, conveyance, loading, unloading,royalities and taxes of all materials, cost of all labour,T&P required for the work including shoring,shuttering anddewatering(if required)including hire and running charges of water pump required for the work etc. complete in all respect as directed by the Engineer-in-charge.

Providing and laying in position ready mixed M-25 grade concrete having compressive strength at 28 days test not less than 300 kg/ sq.cm for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing and excluding reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, and hoisting, lowering, laying and compacting concrete, watering and curing and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,Labour cess and T&P required for the work improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Footing

Column up to plinth

RCC in Plinth beam

Ground floor RCC in column