Ward 20 kaserukheda nai mandi mein Ashok Kanaujiya ke makan se Tony Valmiki ke makan tak interlocking tile or nail nirman karya

Earthwork in filling in ordnary soil (loam clay or sand) including lift upto 1.5 m and lead upto 10 Km and including filling watering and ramming of excavated earth in to the tranches or in to the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surpluse earth as directed by the enjineer-in-charge upto distance of 30m from the foundation trenches (I.S. 253 & 231a)

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour, Tools & plants etc, required for proper completion work as per SI No. 273

M -150 Brick work in 1:4 (one cement and four course sand) mortar in Foundation and plinth including supply of all materials, labour, Tools & plants etc, required for proper completion workas per SI no. 305A

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 then 1cm including supply of all materials, labour, Tools & plants etc, required for proper completion workas . As per SI No. 584 (A)

Cement Concrete with 2 cm gauge approved stone grit, C/Sand & Cement in the Proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc, required for proper completion workas as per SI No. 279 (a)

(A)By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density Grading III as per Techincal Specification Clause 405. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge.

Supply of 80mm thick precast cement concerete I-Shape Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. Cement smooth high gloss finish skid resistant manufactured from rubber moulds through vibro cmpression mechanism. Grey Colour 40 Mpa, weight 4.5 Kg per number as per S.I.No. new item 14.

Supply of 80mm thick precast cement concerete I-Shape Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. Cement smooth high gloss finish skid resistant manufactured from rubber moulds through vibro cmpression mechanism. Grey Colour 40 Mpa, weight 4.5 Kg per number as per S.I.No. new item 14.

Plain/ reinforced cement concret in substructur complete as per drawing