Development of Park near H/O Shukla in Ward No.7.

Amount

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead 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

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead In cement mortar 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 in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil All kind of soil 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

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone 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 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

Granular filling behind retaining wall 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 Weep hole in brick masonry/stone/Plain reinforced concrete 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 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 of foundation trenches for structures complete i/c filling trenches in 250mm layers, ramming and watering etc. and dressing of sides, bottom etc. including dewatering, shoring and shuttering complete. Depth upto 3 meters. 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