NID-210- Construction of Guard Wall in Torihanbandha Minor from Bhagabatipur Bazar to Aneidiha.

Earthwork in excavation of foundation in all kinds 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,labour welfare cess etc. complete as per the direction of the Engineer-in-charge.

Filling foundation and plinth with good quality sand in layers not exceeding 22.50 c.m in thickness well watered and rammed including cost, conveyance,royalty, EMF, DMF,Additional charges and all other taxes of all materials with all leads,lifts and delifts, cost of all labour,T&P,labour welfare cess etc. in all respects and as per specification and the direction of the Engineer-in-Charge.

Cement concrete M15 Grade with 40 mm downgraded crusher broken hard granite chips including mixing with concrete mixture,hoisting and laying manually,compacting by vibrator including cost,all labour,conveyance,royalty, EMF, DMF, Additional charges of all materials, labour cess complete including watering etc. as directed by Engineer-in-Charge.

Cement concrete M20 Grade with 20 mm downgraded crusher broken hard granite chips including mixing with concrete mixture,hoisting and laying manually,compacting by vibrator including cost,all labour,conveyance,royalty, EMF, DMF, Additional charges of all materials, labour cess complete including watering etc. as directed by 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.

Providing of weep holes in bricks masonary /Plain/Reinforcement concrete abutment,wing wall/ returning wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1V:20H towards including cost,conveyance,labour,royalty, EMF, DMF, Additional charges,labour cess of all materials complete as directed by 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, 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 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

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