Construction of Proposed Administrative Building for 650 Bedded Medical College and Hospital, BBMCH, Balangir Buildings.

CIVIL WORK:- Earthwork in excavation in all types of soil (Hard soi,ordinary soil,stony earth) for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre 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. Ground Floor

Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge. Ground Floor

Supplying of filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-Charge. Ground Floor

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 laying plain cement concrete 1:4:8 (1 cement : 4 sand :8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. Ground Floor

Providing and laying plain cement concrete 1:3:6 (1 cement :3 sand :6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. 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 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. at all floors and all heights. 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 stracture 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. at all floors and all heights. Ground Floor

First Floor

Second Floor