Restoration of Road by way of Retaining walls and P/Work from Member Morh to Barda Pani at KM 2nd Pyt. Hari Lower Left Block Surankote Under CD and Pyt. Year 2026-27

SLIP CLEARANCE In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

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: 2.9.1 All kinds of soil :

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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 : 6graded stone aggregate 20 mm nominal size) with 30% stones

Providinv and filling wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; Including cost of filling, stones and weaving materials and cost of crates loading unloading complete Job

Hand-packing stones in wire-crates; excluding cost of crates and stones

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Dry random rubble masonry with hard stone in foundation and plinth:

Carriage of Materials from source to Site:- Sand + Agg for 25 KM by MT +100 mTR HL

Carriage Stone for 15 KM mt+ 100 mtr HL