Water Resources Department Tender

Excavation in canal/ foundation of structures by manual/ mechanical means in all kinds of soil (This shall include ordinary soil, hard soil, gravelly soil, slushy soil, stoney earth mixed with gravels, pebbles, stoneboulders not exceeding 0.5 cum by volume, stiff heavy clay, hard shale, compacted moorum soling of road path, sand silt etc.) in both wet and dry condition, shoring, shuttering, propping bullahs, piling, dewatering wherever necessary, providing coffer dam, diverting the water away from working areas, dressing, levelling the canal bed and sides as per drawing and specifications and removing the excavated materials with all leads, lifts and delifts etc. and depositing the same in layers not exceeding 22.50cm (9") in depth in the embankment sections under OMC condition to receive compaction after breaking clods to maximum 5cm to 7cm size and depositing the excess/un-usable materials in spoil banks or any other specified space by mechanical/manual means with all leads, lifts and delifts complete with all costs for site illumination, mobilisation, demobilisation, approach road, diversion road, coffer dam and royalty, cess, T&P. etc. complete including all costs incidental to the work as per specification and direction of the Engineer-in-Charge. (Payment will be made on finished level section)

Earthwork in Slushy soil with initial lead of 50m and 3 extra lift over the initial lift of 1.50m including depositing the excavated materials away from work site as per specification and direction of the Engineer-in- charge.

Filling foundation and plinth with sand including watering and ramming with all leads, lifts and delifts including cost, conveyance, royalty,cess etc. of all materials, labour, T&P, dewatering with all charges where necessary & all cost incidental to the work etc. complete as per the direction of the Engineer-in-Charge.