Construction of RCC trough lining including resection bank from RD 110m to 620m and from RD 2815m to 3145m of Bhatrajore Right Bank canal under Right Canal Division No-I, Mukhiguda of upper Indravati Project.

Earth Work in excavation of foundation in hard soil or gravelly soil within 50m initial lead and all lift including rough dressing and breaking clods to maximum 5cm to 7cm sizes and laying in layers not exceeding 0.30m in depth and as per the direction of the Engineer-in-Charge.

Filling in foundation and plinth with sand well watered and rammed including cost, carriage and royalty of sand etc. complete as per direction of Engineer-In-Charge.

Cement concrete M15 grade with 20mm down graded hard granite crusher broken coarse aggregate of approved quality mixing by concrete mixture, placing manually, compacting with vibrator including cost, conveyance, royalty and taxes of all materials, curing etc complete as per the direction of the Engineer-in-Charge.

RCC Work with M 25 (A 20) with crushed granite coarse aggregate and down graded of approved quality free from weathered skin mixing concrete in batching plant, conveying the same by transit mixers and placing in position with all leads and lifts and vibrating the same by mechanical means including cost, conveyance, cess, royalty of all materials and labour etc. as directed by the Engineer-in-charge

Providing formwork for concrete with F1 finish for upstream faces of dam,spillway, glacis of barrages, unexposed surfaces of foundation, block jointsetc.with steel shutters rigidly fixed and removal of forms and making good tothe surfaces where necessary complete with all labour, materials and T & Pcomplete as directed by the Engineer-in-charge

Filling foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge.

Labour for straightening, cutting, bending binding, tying and laying the MS reinforcement for RCC work and placing in position including cost, conveyance, loading and unloading, taxes, of all materials and cess etc. complete as directed by the Engineer-in-charge.

Earth work excavation in hard soil with all leads over initial lead of 50 m and initial lift of 1.5 m including rough dressing and breaking clods to max. 5cm to 7cm size & laying in layer not exceeding 0.30Mt. in depth as directed by the Engineer-in-charge