Restoration of Rain damages of LIS Samoor under PDNA

Excavation in foundations trenches etc. in carth work, lift upto 1.50 mts. Stacking the excavated syd not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cams. Layers, when required into plinths sides of foundation etc. consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated carth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge

Providing and laying cement concrete 1:3:6(1cement: 3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Edge of slab and breaks in floors and wall under 20cm wide

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.

Beam cantilevers girder and intels Sides and soffits of beam haunching cantilever girder bressumers and lintels not exceeding 1 metres in depth complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain. (In Arches exceeding 6.00 mtr.span)

In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level