Water Resources Department Tender

Providing and laying cement concrete M15 grade in approved surface using 20mm down graded hard granite well graded stone aggregates free from weathered skin surface and any other deleterious materials, using sharp sand of approved grading and quality confirming to specifications using water of approved quality and using cement as per approved specification with all lifts , delifts and transportation by mechanical /manual means including costs, carriage, royalties and taxes of all other materials including dewatering by suitable means with all costs weighing all materials using weight batcher, mixing the concrete mix ingredients in mechanical mixer, vibration of concrete by mechanical means supplying T&P watering, curing for specified days by suitable means including costs and carriage of water, construction of coffer dam/ approach road, diversion road including mobilization and demobilization of men and machineries etc. including quality control testing charges etc. as per approved drawings and specifications and direction of Engineer

Supplying , fitting and fixing placing in position uncoated HYSD reinforcement as per drawing and design and technical specification including cost of binding wires 18 to 20 mm gauge including all labour, cost, conveyance applicable taxes and incidental charges of T.S. rod etc. complete as directed by Engineer-in-charge.

Rigid and smooth centering and shuttering for CC works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Removing the old cement plaster from walls including recking out joints to 12mm. Deep & removing the debries within 50m. Lead including all labour T&P etc. Complete as per direction by the Engineer-in-Charge

20mm thick C.P in C.M (1:4) over stone masonry including all cost, conveyance, royalty and all other taxes with all leads, lifts & delifts with proper curing to required period complete as per direction of Engineer-in-Charge.

Earth work in hard soil in canal embankmentwith within initial lead of 50m and initial lift of 1.50m including rough dressing and breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.30m in depth etc. complete. ( payment will be made on finished level section )