NID-118- Improvement to NBC Right Bank from RD 45.00Km. to 46.00Km.

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area, disposal of unserviceable materials with all leads,lifts and delifts with cost of all labour T&P, labour welfare cess etc.complete as per direction 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,EMF,DMF,Additional charges of materials, labour 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 including 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

Earthwork in excavation in all kind of soil within in 50 m initial lead and 1.5 m initial lift including rough dressing breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth & making fit for foundation with all labour, T&P etc. complete as per the direction of the Engineer in charge.

Quarrying,collecting & supplying good quality moorum and sand from approved quarry and stacking the same at work site or at approved stack yard ffor premeasurement in regular box heaps of 1.50m x 1.50m x 0.50m to be measured as one cum and conveying from premeasured stacks and mixing the sand and moorum in required proportion (40:60) to form the admixture and spreading the admixture over the prepared surface not exceeding 100 mmm in layerts 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 cost of labour, T&P required for the work including hire & running charges of machineries with all leads,lifts and delifts and labour welfare cess etc.complete in all respects and as per specification and direction of Engineer-in -charge.

Earth work in excavation of foundation in all kinds of soil including dressing and leveling the bed and depositing the excavated soil clear away from work site with all leads,lifts,delifts and dewatering including removing bushes,stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all materials,labour,T&P,hire and running charges of machinaries,welfare cess etc.complete as per 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,EMF,DMF,Additional charges of materials, cess etc. complete as per direction of the Engineer-in-charge.

Cement concrete M15 grade with crushed granite coarse aggregate of size 40mm down graded mixeing with concrete mixture, hoisting and laying manually compacting by vivrator including cost conveyance royalty, EMF,DMF,Additional charges of materials etc.complete including watering etc. as directed by the Engineer in charge.

Providing,supplying,laying and fixing in position 150 mm dia NP3 Hume pipes including carriage,labour cess. complete as per direction of the Engineer-in-charge.

Cement concrete M15 grade with crushed granite coarse aggregate of size 20mm down graded mixeing with concrete mixture, hoisting and laying manually compacting by vivrator including cost conveyance royalty, EMF,DMF,Additional charges of materials etc.complete including watering etc. as directed by the Engineer in charge.

Providing form work of concrete in irrigation structure with F1 finish of upstream faces of dams,spillway,glacis of barrages, unexposed surface of foundation,block joints etc.with steel shutter rigidly fixed and removal of forms and making good to the surface where necessary complete with all labour,materials and T&P including labour cess complete as directed by the Engineer-in charge.