Construction of temporary Dyke and dewatering to facilitate the reapair work of Spillway Glacis and other works as per requirement at TLD-IV PS Kalijhora

Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, A) Beyond 500 metre and upto 1.00 km.

Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level). .

Supply and fixing of HDPE GeoMembrane liner as per ASTM specification having thickness 500 Microns including storage and transportation at site.

Supplying empty Cement bags in good condition.

Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.

Supply of different materials as per approved specification: 3.Fine Sand (Grading Zone III as per IS:383-1970) stacked at site .

Carriage of Sand, Moorum and similar materials over pucca road with any distance upto 5KM for Zone B.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double RowProviding and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD (D) 1000 mm dia

Loading, unloading and stacking by Manual Means.A. Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points.(j) R.C.C. pipes , C.I. pipes and unreinforced Cement pipes iii) 1000, 1100 & 1200 mm dia.

Providing Excavator 0.9 to 1.05 Cum capacity (PC 200) with hydraulic arrangement of tash removal bucket with crew members excluding fuel charges which shall be paid extra @14.42 litres/ hr for actual working hours.(Single shift working).