Upgradation of Labour room Building at Kuamora OH

Earth work excavation for foundations in hard soil with initial lead and lift including levelling and dressing with all labour T & P articles, safety measures, incidentals, necessary required for the work etc. complete as per specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with sand well watered and rammed including cost, conveyance of materials, labour T&P, royalty etc.complete as per direction of the Engineer-in-charge.

C.C.(1:3:6) in foundation and plinth with 4 cm size hand broken hard granite metal of approved quality from approved quarry including hoisting, lowering and laying in position in layers not exceeding 15cm thick with proper compacting the concrete by means of vibrator to proper slope and level including curing, dewatering shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty and taxes of all materials required for the work as per specification and direction of the Engineer-in-charge.

Cement concrete (1:2:4) with 12mm size H.G.chip of approved quality from approved quarry in foundation including hoisting laying concrete including royalty, watering curing etc.complete.

Flyash brick masonary in C.M.(1:6) with Flyash brick of approved quality and size including splays cutting, circular moulding with cost, conveyance of materials including royalty, watering,curing etc.complete as per direction of the Engineer-in-charge.

Brickwork with Flyash Bricks in cement mortar (1:6) in Superstructureapproved quality and size including splays cutting, circular moulding with cost, conveyance of materials including royalty, watering,curing etc.complete as per direction of the Engineer-in-charge.

12mm thick C.P. in C.M.(1:6) over brick work finished smooth after racking out joints with cost, conveyance of materials labour, T&P required for the work including royalty etc.complete as per direction of the Engineer-in-charge.

16mm thick C.P. in C.M.(1:6) over brick work finished smooth after racking out joints with cost, conveyance of materials labour, T&P required for the work including royalty etc.complete as per direction of the Engineer-in-charge.

6mm thick C.P. in C.M.(1:4) to RCC surface finished smooth including closed deep chiping and slury treatment with cost, conveyance of materials labour, T&P required for the work including royalty etc.complete as per direction of the Engineer-in-charge.

25mm thick CC 1:2:2 with 6mm size CB chips for grading concret over roof slab etc. .complete as per direction of the Engineer-in-charge.