Restoration of rain damages on link road to Harizan Basti Kalehri

Earth work in excavation by emchanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth 1.5 m (One point five metre) in width as well as 10 sqm (Ten Square metre) on plan) including getting out and disposal of excavated earth lead upto 50 m fifty metre and lift upto 1.5 One point five metre) including all leads and lifts and as per the direction of Engineer-in-Charge

Providing and laying in position cement concrete of specificed grade inciuding the cost of centering and shuttering -All work up to plinth level 1:4:8 (one cement :four coarse sand :eight graded crushed stone aggregate) 20 mm (twenty millimetre ) nominal size as per drawing and HP,PWDD technical specification including carriage of materials with in all leads and lifts and direction of Engineer-in-Charge.

Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in retaining walls, breast walls and the like with 110mm ( One hundred ten millimetre) dia PVC (Polyvinyl Chloride) pipe extending through the full width of the structure with slope of 1 vertical : 20 horizontal towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-Chrage.

Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 with in all leads and lifts and carriage of materials by all modes of transportation and as per direction of Engineer-in-Charge.