Construction of bed and slope lining and bank raising of Ranibandha Sub-Minor-I from RD 1320m to RD 1442m off-taking from Ranibandha Minor-I of Kanshbahal Irrigation Project for the year 2025-26

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes shrubs spaling and tree girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking the serviceable materials to be used or auctioned up to a lead of 1000mtr including removal and disposal of top organic soil not exceeding 150mm in thickness etc. completed as per the direction of Engineer in charge.

Earth work in hard soil for excavation of foundation with leads, lifts delifts, including rough dressing & levelling the bed & depositing the excavated materials away from work site etc. complete and as per direction of Engineer in charge. .

Spreading, watering & ramming sand (for filling) of approved quality on finished approved surface in canal bed / structural bed portion including cost, carriage, royalty & taxes of sand with all leads, lifts & delifts, etc. complete as per specification & direction of the Engineer-in-charge

Cement concrete M20 grade with crushed granite coarse aggregate of size 20 mm. & down graded free from weathered skin surface, dust and any other deleterios materials including cost, carriage, royalty taxes etc. of all materials including machine mixing, watering compacting with vibrator, curing with all leads, lifts and delifts including hire and running charges of machineries, construction & dewatering if required with all other incidental charges etc. complete as per specification drawing and direction of the Engineer-in-Charge.

Rigid smooth centering & shuttering for CC & RCC works including false work and dismantling the same after required days of costing including cost of materials etc. complete as per direction of the Engineer-in-charge.

Providing & laying bituminous expansion joint board (ISI)expansion joint of concrete lining including cost ,carriage & taxes etc. complete as per direction of Engineer-in-charge.

Earth work in hard soil including rough dressing and breaking the clods to maximum 5.c.m to 7c.m and laying in layers not exceeding 0.30m. with two extra lead over initial lead of 50m and lift over initial lift of 1.50m including sundries, T&P required for the work etc complete as per the direction of Engineer-in-Charge.

Filling foundation and plinth with excavated earth with ramming and watering etc. complete and as per direction of Engineer-in-Charge