C.O play ground in Govt. High School at Sapni Distt. Kinnaur SH. C.O Fencing work, R.Wall on the valley side of the ground and in BB court, Balance Cutting work of Ground and Entrance Gate

Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited) as per technical specification clause 1603.1 including carriage and stacking of useful material for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge.

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts carriage of material and other incidentials.

Proiding and laying concrete for plain/reinforced cement concrete 1:4:8 (One cement isto four sand isto eight graded stone aggregate 25mm.(twenty five millimetre) nominal size) in open foundation and curing complete including cost of form work in retaining walls/breast walls, as per HPPWD specification clause 802, 803, 1202 & 1203 within all leads and lifts and as per the direction of Engineer-in-charge.

Random rubble stone masonry in cement mortar 1:6 (one cement: six sand) for structure like retaining walls, breast walls wing walls, toe walls, abutment and similar works etc. in all heights complete as per drawing and technical specification clauses 702, 704, 1202 & 1204 and curing complete including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete 1:2:4 (one cement : two sand : four graded/crushed stone aggregate 20mm (twenty millimetre) nominal mix curing complete within all leads, lifts carriage of material and other incidentials.

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 channels ,angles , tee ,flats with connection plates or angle cleats as in main and cross beems,hip and jack rafters,purlins connected to common rafters and the like, including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying and fixing wovenplains G.I. wire fencing of mesh 50mm to 150mm to any type of standard rails,strainging bolts. etc. including provision of binding wire, staples etc. including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Demolishing cement concrete manually/by mechanical means Demolition above G.L.upto floor two level including disposal of unserviceable materials within 20 metres lead.un-reinforced cement concrete upto 15cm. Thickness,complete as directed by the Engineer-in-Charge

Providing form work with steel plates 3.15mm.(Three decimal fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(Thirty into thirty into five milimetre) so as to give a fair finish including centring, shuttering,strutting and propping etc. with wooden/steel battens and ballies, height of propping and centring below supporting floor to ceiling to any floor height and removal of the same for in-situ reinforced concrete and plain concrete work and as per HP.PWD specifications of 1990 volume-1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge. In foundations, footings, bases of columns etc. and mass concrete

In beams, cantilevers, girders and lintels sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels up to any depth in all floor level in all heights.