Improvement of canal service road from RD 0.520km to 1.185km of Batasana sub minor-I.

Providing and laying sub-base in layers not exceeding 225mm watering and compacting to the required density in O.M.C with Vibratory Roller but excluding cost and conveyance of all materials with all lead, lift and de-lifts etc. complete as per the direction of the Engineer-in-charge.

Collecting, conveying, stacking and labour for laying I.R.C. Gr.I metalling conforming to sieve analysis as per M.O.S.R.T&H specification using 45 mm to 90 mm size crusher broken hard granite metal free from weathered skin and excess of flat, elongated, soft and disintegrated particles, dirt and other objectionable materials, spreading metal on the scientifically approved road surface to a uniform thickness hand packing to proper camber including all cost, conveyance, labour charges. Royalty and all taxes of all materials including pre-stacking to regular box heaps of size (1.5 x 1.5 x 0.5) mtr. to be measured as 1 cum and conveying from stacks for spreading, packing the voids with small stones hand packing to proper camber filling the interstices with moorum and sand of approved quality, watering, turf edging etc. consolidation with P.R.R. including hire and running charges of P.R.R. etc. complete as per specification and the direction of Engineer-in-Charge.

Collecting, conveying, stacking and labour for laying I.R.C. Gr.II metalling conforming to sieve analysis as per M.O.S.R.T&H specification using 45 mm to 63 mm size crusher broken hard granite metal free from weathered skin and excess of flat, elongated, soft and disintegrated particles, dirt and other objectionable materials, spreading metal on the scientifically approved road surface to a uniform thickness hand packing to proper camber including all cost, conveyance, labour charges. Royalty and all taxes of all materials including pre-stacking to regular box heaps of size (1.5 x 1.5 x 0.5) mtr. to be measured as 1 cum and conveying from stacks for spreading, packing the voids with small stones hand packing to proper camber filling the interstices with moorum and sand of approved quality, watering, turf edging etc. consolidation with P.R.R. including hire and running charges of P.R.R. etc. complete as per specification and the direction of Engineer-in-Charge.

Earth work in excavation in hard soil with all leads, lifts and de-lifts including rough dressing, breaking the clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 m thick in approved filling reaches of canal including cost, labour charges, T&P materials, royalty, taxes etc. complete as per specification and the direction of Engineer-in-Charge.