Construction of Bowli Barsala Mohalla Ward No 7,Const Of Bowli At Deri W.NO.3 And Const Of Bowli At Baldan W.No.9 Pyt- Bhatyari Block - Ramnagar under PRI Capex for the year of 2026-27

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.70% H.R & 30% A.K

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:70% H.R & 30% A.k

P/L in position Cement conc. 1 cement:5fine sand:10graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level.

P/L of RR stone masonary laid in 1:6 cement mortar

12 mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

P/L C.conc. Flooring 1:2:4mix using 20 mm nominal size of stone

P/L in positionReinforced Cement conc. 1 cement:1.5fine sand:3graded crushed stone agg.20nominal size(1:5:10) excluding the cost of centring & shuttering for slab.

Providing tar steel reinforcement including cutting bending binding etc

Providing centering and shuttering including struting ,propping etc for slab

Providing centering and shuttering including propping struting etc. for edges of slab