SEES/SHIMLA-273/2020-21

Amount

Excavation in foundation, trenches etc. In earth work, lift up to 1.50 Metres. Stacking and excavation soil more not than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 CM. Layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming& watering and disposal of all surplus excavated earth at approval dumping site with in a lead of 20mtr.lifts as directed by the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1 Cement 3 sand 6 graded stone aggregate 40mm nominal size) and curing complete excluding form work in foundation and plinth.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give afair finish including centring,shuttering,strutting and propping etc with wooden battens and ballies,heightof propping and and centring below supporting floor to ceiling not exceeding 4.0 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in: Vertical surfaces such as walls (any thickness) partitions and the like including attaced pillasters buttresses, plinth and string courses and the like..

Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level : Tor Steel :

Providing and laying cement concrete 1:1½:3 (1 Cement: 1½ sand :3 graded stone aggregate 20mm nominal size) with mechanical mix and vibrated and curing complete excluding cost of form work to be machine mixed and mechanical vibrated. a) In Foundation, Footing, bases of columns and mass conc.

Steel work welded in built up sections including cutting.hoistig,fixing in positionand applying a priming coat of read lead paint in RS joists,channels,angles,tees,chequred plate,NG rails and flats etc.

In gratings framed guard bars, ladders,railings.brackets and similar works.

Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting,fixing in position and applying a priming coat of red lead paint. In beams joists tee ,flats with connecting plates channels ,angles ,or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.(MS flat 50x6 mm for earth mat )

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding Cost of form work in Foundation and plinth

Supplying and laying two layers of uncrushed / Crushed Stone Pebbles(Gravel) Fill in the first layer after compation shall make minimum 40 mm thickness course/layer of 20-40 mm nominal size consolidated/Compected and Rolled as per specification to achieve the surface suitable fo laying second layer having minimum 35 mm compected thickness of Material fill of 20mm to 40 mm nominal size including Dressing, Rolling, compacting complete as per Specification and approved Drawings release for construction and as per the directions of Engineer-in -Charge,the Stone/Pebbles (Gravel) should be free from dirt or any other organic Material.

VINAY ENTERPRISES