Construction of P.C Lepan And Drain Work From H/o Rajendra Kumar Khare to Karbala Masjid in Mohalla Karbala Chitragupta Nagar, Legislative Area Prayagraj Dist. Prayagraj

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 mtr. and lead up to 50 mtr. As per technical specification clauses 302.3.

Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC,Spreading in uniform layers with motor grader on prepared dsurface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting graded stone aggregate of Specification size to water bound macadam (iii) specification including Spreading in uniform Thikness hand packing rolling with smooth wheel rollar 80-100kn roller in stages to Proper grade and camber ,applying and brooming requsite type of screening binding materials to fill up the interstices of corse aggregate watering and compacting to the required density.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specification clause 502G5

Providing and laying and rolling of open graded premix carpet bof 20mm thickness of 13.2mm toi 5.6mm aggregate either using penetration grade bitumin oe emulsion of required line ,grade and level mixing in a suitable plant ,laying rolling with three wheel 80-100 kn static roller capacity finished to required level and grades to be followed by seal coat of either type A or type b or type c as per technical specification clause 508 ]

Providing and applying Tack coat with using bitumin emulsion using emulsion ditributor at the rate of 0.25 kg to 0.3 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per clause 503 of specification as per clause 503

Providing and applying seal coat sealing the voids in the bitumin surface laid to the specified levels ,grade and cross fall using Type A Type B and Type C as per technical specification

Excavation in foundation in ordinar soil ,loam clay or sand SI NO 251

Concrete with 4.00 cm gauge brick work ballast, fine sand and cement in proportion of 12:6:1 in foundation &under floors SI NO 273

M150 brick work with cement &Fine sand mortar in proportion of 1:4 SI NO 305 A