Estimate for Restoration of Banur Canal at RD 98000, 100600, 105660, 106700, 106100, 107870 and 112000.

Dismantling concrete Cement concrete plain1:2:4 mix

Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.

Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads upto 3km all pucca.

Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.

Dressing of Earth work ( NEW )

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (1.5 to 3.0 mtr depth)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (0 to 1.5 mtr depth)

Dressing and preparation of sub grade for side slopes.

Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete

Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope)