Restoration of R/Wall from RD 243 to 257 for approach road to Karian Colony near CISF Gate, Chamera II Power station, Karian, Chamba (H.P.) (Pkg. No. C-792)

Demolition of stone masonry below G.L. upto 1.5 metres depth including stacking of serviceable materials and disposal of un-servicable materials within 20 metres lead. Rubble masonry in cement mortar.

Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed: Pick & Jumper work 50% each.

Providing and laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in Foundation and plinth.

Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement:6 sand) in breast walls and retaining walls.

Stone filling behind retaining walls (Without cost of stone, only labour rate)

Stone filling behind retaining walls.

Providing and laying cement concrete 1:2:4(1 cement:2 sand :4 graded stone aggregate 40mm nominal size)and curing complete excluding cost of form work in: Foundation and plinth. (Crushed aggregate)

P/F PVC (D plast) or equivalent rain water pipe 100mm diameter.

Rashid Khan

AJAJ MOHD