Water Resources Department Tender

Collecting , supplying and stacking good quality moorum & sand at work site in regular box heaps of size 1.50 x 1.50 x0.50M to be measured as one cum and conveying from stacks and mixing the moourm and sand in proportion 70:30(70% :30%) and spreading the admixture backing to revetment to receive cement concrete not exceding 100 mm in layers to required thickness including watering and compacting to required density with P.R.R including cost,conveyance,royalty and all other taxes of all materials and labour, T &P,cess with hire and running charges of P.R.R. including all leads, lifts and delifts in all respect etc. .complete as per direction of the Engineer-in-charge.

Cement Concrete work of M-15 with 20mm down graded crusher broken hard granite chips including mixing with concrete mixer, hoisting and laying for lining to the bed and slopes of the canal with sleeper beams,keys etc. in pannels and laying polythine film of 100 micron compacting, by vivrator including cost, conveyance, royality of all materials complete including watering etc. as directed by the Engineer-in-charge.

Filling bitumen and cement and jute fiber in expansion joints inclusive cost of materials , bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15cm. Depth with hire & running charges of all machineries with all labour & T&P required for the work etc. complete in all respect as per direction of the Engineer-in-charge.

Rigid smooth centering and shuttering for C.C/R.C.C work including false work and dismantling them after required period of casting with cost, conveyance, royalty, labour, T&P, cess, etc.complete as per direction of the Engineer-in- charge.

Providing,supplying,laying and fixing in position 100 mm dia NP3 R.C.C. spun pipes with collar jointed with cement mortar (1:3) etc. complete as per direction of the Engineer-in-charge.

Earthwork in all kinds of soil except sand, sandy or slushy soil in borrow area by mechanical means and transportation of excavated earth by mechanical means with all leads, lifts, delfts, rehandling, conveyance, royalty, cess, including loading and unloading the same on prepared and approved surface including rough dressing and breaking the clods to maximum 5 cm. to 7 cm. in size and laying in layers not exceeding 22.5 cm.layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area with labour, T & P etc. complete as per direction of the Engineer-in-charge. (Earth will be arranged by the bidder at his own cost and risk. Earth should be free from clods, roots, brickbats and other debris.. Measurement of the fill to be taken on the finished level section) only