Gram dariyapur mai gajendra ke makan se ramniwas ke makan tak interlocking tile karya

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Construction of Granular Sub Base (GSB) providing well graded Mterial spreading in uniform layer with tractor mount grader on prepared surface mixing by mixing in place method , complete as per clause 401 by mix in place method, laying, spreading Material on a prepared Sub base

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

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 clauses

Concrete in 1:2:4 cement & coarse sand with 20mm gauge stone grite with materials' labour 'tool &plants i/c all complete as per

Providing, laying,G 3 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.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202