Construction of Gramin Hat Path at Village Papad Under Mandi Samiti Dataganj District Badaun

Excavation in foundation in ordindary soil (Loan clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of suprplus earth as directed by the Enginer-in charge upto as distance of 30 m. from the foundation trenches. (Excluding Royalty) SI 251

Concrete with 4cm gauge brick ballast, fine sand of 1.25 F.M and cement, in proportion of 12:6:1 in foundation and under floors, including supplyof all amterial, labour and T&P etc required for proper completion of the work . (SI. No. 273)

First class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.as per direction of Engineer-in-charge (Sl NO 303)

R.C.C. work with cement, approved coarse sand and 4 cm gauge approved stone ballast in the proportion of 1:2:4 in R.C.C. RAFT FOUNDATION and footing excluding supply of reinforcement and its binding but fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item..(S.I.No.287)

Same as Item no. 4 but R.C.C. work in Plinth Beam in 1:2.4 with 2 cm gauge stone grit (S.I.No. 283)

Same as Item no. 4 but R.C.C. work in Coloumn in 1:1:5:3 (S.I. No. 289)

Mild steel or iron in plain work such as reinforced concrete work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of work,and supply of steel , its wastage , bend, hooks and authorized overlapping shall be measured up to floor two level for proper completion of work. (S.I.No.504)

First class brick work in 1:6 cement and coarse sand mortar in super structure one brick thickwall including supply of all materials, labour and tools and plants etc. required for proper completion of the work.as per direction of Engineer-in-charge (SI NO. 303+309+310)

12 mm. thick plaster with cement and Coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm including supply of all materials, labour, tool & plants etc. required for proper completion of the work. (S.I. No. 584+diff rate of fine & corase sand)

Finishing walls with water proof cement exterior paint with silicone additives of required shade: new work (two or more coat applied @ 1.67ltr/10 sqm over and including base coat ofwater proofing cement paint applied @ 2.20 kg/ 10 sqm) (13.46.1- New Item)