Restoration of rain damages under LIS Amter in Tehsil Nadaun Distt Nadaun

Excavation of earthwork and disposal of all excavated earth upto a lead of 20 mm and lift upto 1.50 meters disposed earth to be levelled and neatly dressed in pick work

Providing and laying cement concrete 1:5:10 (1cement:5sand: 10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually 150mm to 300mm as per HPWD/IPH specification in all leads and lifts.

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like.

Excavtion and filling in 15 cm layers in foundation and plints including ramming watrering and consolidation upto a lead of 20mm and lifts upto 1.50 in spadework

Stone RUBBLE MAOSNRY WITH approved quality of hard stone in found & plinth in 1:4 (1 cemet:4 sand ) in all leads and lifts and as per direction of the Engineer in charge of site

Providing and fixing anodised aluminium work for door, window, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (Minimum anodic coating of grade AC 15) fixed with rawlplugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically where ever required including cleat angle, aluminium, snap beading for glazing/panelling C.P. brass/stainless steel screws. All complete as per architectural drawings and the directions of Engineer-In-Charge. For doors windows and ventilatiors and glazed partions frames IN ALL leads and lifts

Providing and fixing Panelled Glazed shutter for doors, windows i/c bright finished hinges with screws 2nd class deoder woodm 40mm thick

Providing and Fixing wire gauge shutters using Galvanised MS wire guage of gauge designation 85 G with wire of dia 0.56 mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws. 40 mm (1st class deodar wood )

Providing and fixing following anodized aluminium fitting of anodized transparent and shade with necessary screw etc complete

Sliding door bolts 250x16mm

M.S tower bolts (Barrel type ) leads and lifts. 200*10mm

M.S tower bolts (Barrel type ) leads and lifts. 100*10mm

M.S Handles 125 mm dia

M.S Handles 100 mm dia

Providing and fixing stainless steel grills of requires pattern in wooden frames of windows etc. with M.S Flats square or rounded bars with round headed bolts and nuts or by screws including carrigae of materieal in all leada and lifts

Providing wood work in frames of door, window and other frames wrought fremed and fixed in position with second class wood in all leads and lifts

15 mm THICK CEMENT PLASTER IN SINGLE COAT ON ROUGH SIDE OF RCC /Brick/STONE MAONRY FOR INTERIOR PLASTERING 1:6 (1CEMENT:6SAND) in all leads and lifts as per directions of thye Engineer in charge site

Demolition below G.L uptp 1.5 Mtrs depth and disposal of underviceble material wih in 20 metre leadun-reinforced cement concrete upto 15 cm thickness complete in all respect

P/L Cement concrete 1:2:4(1 cement:2 sand:4 graded stone aggregate 20 mm N/size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Foundation and Plinth.