Gram Panchayat Katghari Sugriv Singh ke majra Ahiranpur me Lathi ke ghar se Kashiram Jaiswal ke ghar ke paas tak inerlocking nirman karya-Huzoorpur_06

Earthwork in cutting or in embankmentin ordinary soil as per SI No 253

Excavation in foundation in ordinary soil (Loam clay, or sand )including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & 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 surplus earth as directed by the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches.as per SI No 251

Granular Sub-base with well Graded Material (Table400.1) 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.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clauses 405.

Ist Class B/W 1:4 Cement, C/ Sand Mortar as per S.I. 305(b)

Providing & laying Cement Concrete 1:2:4 Cement, C/sand & 20mm stone grit I/C all material, labour and T & P etc. requred for proper complition of the work as per S.I. No.279(b)

Interlocking Concrete Block PavementProviding and laying of interlocking concrete block pavment having thickness 80 mm as per Technical specification clause 1504.

S/F of Sign Board at site

deduction of competitive price efficincy @ 5%