Vikas Khand Niyamatabad ke Gram Sabha Semra me Domri mukhya marg se baaye taraf Acharya Sitaram Chaturvedi Mahila Mahavidyalay tak interlocking road ka nirman karya.

Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P As per S.I. No. 251.

Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work. As per SI.No. 253 add 03 km cartage extra

Cement Concreate with 4cm.gauge brick ballast,fine sand and cement in proportion 12:6:1 including supply of allmaterials,labour and T&P etc.required for proper completion of the work.As per SI.No.273.

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

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 perTechincal Specification clause 401

Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) 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 Clause 405.(WBM III)

Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. For 70% Gray Colour

Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. And 30% Coloured

Cement concrete with 20mm gauge stone grit,coarse sand&cement in proportion of 4:2:1 in foundation.including supply of all materials,labour and T&P etc. required for proper completion of the work.As per S.I.No.279b

12 mm thick plaster with cement mortar consisting of one part of cement and four part of sand of 1.25 F.M. Minimum thickness not less than 10 mm including supply of all materials, labour T&P etc.required for proper completion of work.As per SI No-584.