Janpad Sonebhadra me Myorpur Relwe steshan se katauli kataundhi Dumhan link road ke KM 5 me 5x3x3 miter RCC box culvert evam surakshatmak karya ke nirmad karya.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause (1500,1700&2100 &12.8PCC grade- M 15

Providing and laying reinforced cement concrete in superstructure as per drawings and technical specifications clauses 1500,1700&2100(E)R.C.C. M 25 Grade

Construction of Un-reinforced ,dowel jointed,plain cement concrete pavement over a prepared sub base with approved sub base with aprove grade cement @400kg per cum,coarse and fine aggregate conforming to IS 383,maximum size of corse aggrigate not exceeding 25mm mixed in a batiching and mixing plant as per approved mixed design. transpotedr to sight laid with a fixed from or slip form paver spread ,compacted and finished in a continouse operation including provison of contraction , expantion construction longiitudanal joints ,joint filler ,sepration membrane sealant primer joint sealant debonding strip , dowel bar ,tie rod, admixtures as approved , curing compound, finishing to lines and grades as per drawing.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1,no fragment weighing not less tan 40 kg, laid dry complete as per drawings and technical specifications clauses 1301 .

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Providing and Laying 10 cm dia PVC pipes for Weep Holes.

Running of 5 HP pump for dewatering I/C arrengement of pump sunction and Delivery pipe and other acessories at site I/C cost of POL NS page No- 55

Construction of granular sub -base by proving close graded material,spreading in uniform layer with motor grader on prepared surface,mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density,complete asper clause 401