Construction of Boundrywall at Shri Narmade har Seva Nyas Barati Amarkantak Distt Anuppur

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 4.1.2 )With 40mm nominal size graded stone aggregate 4.1.2.1) M-15 - Grade concrete

Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 5.1.1) M-20 Grade Concrete

Filling available excavated earth (excluding hard rock/Ordinary 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 50 m and lift upto 1.5 m.

Reinforced cement concrete work (with 20mm nominal size graded stone aggregate)in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars,posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: 5.2.1) M-20 Grade Concrete

Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, helves,chajjas, lintels, bands, plain window sills,staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.3.1) M-20 Grade Concrete

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete 5.16.6)Thermo-Mechanically Treated bars. FE 500 D or more conforming to IS 1786

Centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1)Foundations, footings, bases of columns, etc. for concrete upto plinth level

5.9.2)Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1)Uptoplinthlevel.

Lintels, beams, girders, bressumers and cantilevers