Block bhadohi gram ashapur me bhadohi aurai marg se interlocking road tak v gulab ke ghar c.o. chauhan ke ghar tak interlocking karya.

E/W in excavation for structures as per drawing and technical specifications Clause 305.1 including dressing of sides and bottom and back filling in trenches with excavated suitable material

Providing concrete for plain/reinforced concrete Grade M-10 Nominal Mix 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing & plastering as per drawing and technical specifications Clause 600, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing concrete for plain/reinforced concrete Grade M-20 Nominal Mix 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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 53 mm to 22.4 mm sizes 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)

Provoiding and laying of Grey and coloured mix Rubber moulded Zig Zag interlocking concrete block pavements Grade M-30 having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand etc as per technical specification clause 1504

Providing and laying of 350mm dia NP-3 RCC Hume Pipe medium duty confirm to IS 458:2003 including collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints, transportation charges & Contractor’s profit etc. complete.