Construction of departmental building at Govt Ayurvedic College, Balangir.

Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 2.4metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. All type of Soil Ground floor Drainage

Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge. Ground floor Drainage

Supplying and filling in plinth with locally available river sand under floors including watering, ramming, consolidating and dressing complete to achieve relative density of minimum 80% (Measured consolidated volume only) complete as per drawing, design and direction of Architect/Engineer-in-charge. Ground floor Drainage

Supplying, diluting & preparing chemical emulsion like imidaclosed 30.5% SC or other chemicals approved by central insecticides Board or as directed by manufacture and spraying the mixture uniformly by sprayer as Pre-Constructional Anti Termite Treatment confirming to IS 6313 (Part-II) and creating a chemical barrier under and around the column pits, wall treanches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding of pipes and conduits etc. at the rate of 7.5liters per sqm on vertical surface and 5.0liters per sqm on horizontal surface, 50% of the emulsion to be filled in the holes made in treanches at 150mm centre to centre (or as directed directed by the manufacture) including the cost of all material, cost of all labour, conveyance, loading, unloading, T&P, etc all complete as per the direction of Engineer-in-charge. ( Approved rate for MPH building Sl no-1) Ground floor

Providing and lying plain cement concrete of proportion (1:3:6) in foundation and floors using Portland slag cement (PSC) with 20 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge. Ground floor Drainage

First class Fly ash Brick masonry using bricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. Ground floor

First class Fly ash Brick masonry using bricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super structure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. Ground floor

First floor

Second floor

Terrace floor