Renovation and beautification of KripaliKund for Temple Trust Shri Naina Devi Ji Distt. Bilaspur (H.P.)

Demolishing cement concrete manually/ by mechanical means including disposal of material within all metre leads and lifts as per direction and best satisfaction of Engineer - in - charge(a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : -1:4:8 (1 cement : 4 fine sand : 8 gradedstone aggregate 40 mm nominal size) within all metre leads and lifts as per direction and best satisfaction of Engineer - in - charge

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement within all metre leads and lifts as per direction and best satisfaction of Engineer - in - charge- All work up to plinth level : -- 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :- 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size within all metre leads and lifts as per direction and best satisfaction of Engineer - in - charge

Centering and shuttering including strutting, propping etc. and removal of form for :- Foundations, footings, bases of columns, etc. for mass concrete within all metre leads and lifts as per direction and best satisfaction of Engineer - in - charge

Centering and shuttering including strutting, propping etc. and removal of form for :- Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets kerbs and steps etc within all metre leads and lifts as per direction and best satisfaction of Engineer - in - charge

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 150 m and lift upto 1.5 m. within all metre leads and lifts as per direction and best satisfaction of Engineer - in - charge

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars within all metre leads and lifts as per direction and best satisfaction of Engineer - in - charge

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. (a) Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent