Const. of Bowli Lohara Moh. At W.No 07 Pyt - Marta Bassi Block - Ramnagar under (PRI) Capex Budget for the year 2025-26

Provison for Citizen Information Board

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: Hard Rock (Blasting prohibited )

P/L in position Cement concrete (1:5:10) 1 cement: 5 fine sand: 10 graded 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

20mm Cement plaster of mix: 1:6 cement mortar

P/L C.conc. Flooring 1:2:4 mix using 20 mm nominal size of stone aggregate(40 mm Thick)

P/L in position Reinforced Cement Concrete 1 cement : 1.5fine sand : 3graded crushed stone agg.20 mm nominal size(1:1.5:3) 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

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 80% C.Concrete

20% Boulders

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for mass concrete.

Earth work in bulk excavation by manual means 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.Hard Rock (Blasting Prohibited)