Water Resources Department Tender

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

Compacting and watering upto O.M.C. rolling earth work with P.R.R. in embankment in layers not exceeding 0.23 mtr. Including hire charges of PRR with all cost conveyance of materials etc. complete as per direction of the Engineert-in-Chare.

Fine dressing and turfing the slope with copacted dub grass with all leads and lifts with all cost of labour T & P etc. complete as per direction of the Engineer-in-Charge.

Earth work excavation in foundation in hard soil including rough dressing and leveling the bed and depositing the excavated earth away from work site and dewatering removing bushes,stumps and any other foreign materials from working areas as well as from trenches with all leads, lifts , delifts, conveyance, royalty, and labour , T & P & cess etc. and breaking the clods to maximum 5cm. to 7cm. in size and laying in layers not exceeding 30cm. in depth and leveling the earth with all labour, T&P, cess etc.complete as per specification & direction of the Engineer-in-charge.

Filling foundation and plinth with good quality sand from approved quarry in layers not exceeding 22.50 cm in thickness well watered and rammed with cost,conveyance,royalty, labour, T&P, cess etc. complete as per direction of the Engineer-in-charge.

Cement concrete work of M-15 with 40mm down graded crusher broken hard granite chips of uniform colour and texture and free from weathered skin and detritus materials from any approved quarry including mixing with concrete mixer, hoisting and laying manually, compacting, by vivrator including cost, conveyance, royality of all materials complete including watering etc. as directed by 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 manually, compacting, by vivrator including cost, conveyance, royality of all materials complete including watering etc. as directed by the Engineer-in-charge.

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.

Providing form work for concrete with F1 finish with steel shutters rigidly fixed of upstream faces of dam,spillway,glacies of barrages unexposed surface of foundation,block joints etc and removal of forms and making good to the surfaces where necessary complete with all labour,materials and T&P etc.complete as directed by the Engineer-in-charge.

Providing weep hole in brick masonry/plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe extending throughthe full width of the structure with slope of 1V:20H towards drawing face including cost, conveyance, labour, T&P, cess etc.complete as per direction of the Engineer-in-charge.

Filling foundation and plinth with excavated earth well watered and rammed with all leads,lifts,delifts labour, T&P, cess etc.complete as per direction of the Engineer-in-charge.