NID-94- Improvement to Service Bank of Astaranga Minor from Village Nilakanthapur to Kuapada.

Earthwork in excavation of all kind of soil with including dressing and levelling the bed and depositing the excavated soil clear of 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 labour,T&P,hire and running charges of all machineries, labour welfare cess etc.complete in all respects as per specification and direction of the Engineer in charge.

Earthwork in excavation of foundation in ordinary 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.

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.

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, 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

Formwork for concrete in canal structure with F1 finish using steel shutter plates of approved specification for surfaces not prominently or permanently exposed to public view including supply of all materials, T&P, labour and transportation of shuttering materials and dismantling and finishing complete as per direction of Engineer-in-charge.

Cement concrete M15 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.

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.

Providing,supplying,laying and fixing in position 100 mm dia NP3 Hume pipes including carriage,labour cess. complete as per direction of the Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of IRC Grade-I metal of IRC Grade-I metal of size 90mm to 45 mm free from weathered skin and deleterious materials to water bound macadam specification including spreading in uniform thickness ,hand packing, rolling with 3 wheeled steel roller 8-10 tonns in stages to proper grade and camber ,applying and brooming requisite type of moorum screening as moorumt to fill up the interstices of coarse aggregates,watering & compacting to the required density and thickness of 100 mm as per clause No- 404 of MOSRT&H specification for road and bridge works (4 th revision) including cost,conveyance, royalty, EMF, DMF, Additional charges 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.

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.