Restoration of rain damages of path near Omni hotel Ward No. 2 S/H - Grade correction of path, C/o slab culvert road etc.

Amount

Demolishing cement concrete manually/ bymechanical means including disposal of material within50 metres lead as per direction of Engineer - in - chargeNominal concrete 1:3:6 or richer mix (i/c equivalent design mix)as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, Ordinary rock as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets,kerbs and steps etc.as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Stone filling under floor including ramming, consolidation, compaction as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying in position cement concrete of specified grade including the cost of centering andshuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 gradedstone aggregate 40 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and layingWeep hole in brick masonary/stone/Plain reinforced concreet abutment wing wall with 100 mm dia. PVC pipe extended the full width of the structure with slope including carriage of material in al kind of leads lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-charge and as per HPPWD/BIS specifications. The curing should be carried out for minimum of 15 days as per BIS/IRC specifications

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Back filling for R/wall wing wall abutment etc. with Granular material as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position andbinding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Steel work welded in built up sections/ framed work,including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer using structuralsteel etc. as required. In gratings, frames, guard bar, ladder,railings, brackets, gates and similar works as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Ram Pal