Barji lahana maarg se pump kainaal khel maidaan hote hue barejee maee sthal tak sampark maarg par CC nirmaan kaary.

E/W Cutting in embankment in ordinary soil, excavation to be in regular pits not exceeding 0.50m in depth earth work in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including cartage from 1km distance. as per SI No. 253

Excavation in ordinary soil for making trenches in ordinary soil (Loam, clay of sand) including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches including all labour, T&P etc & royality Complete work as per direction of Engineer-in-charge and as per UP PWD (S.I. No. 251)

By Mix in Place Method (for GSB Grading-1 material) Construction of granular sub-base( G.S.B. Grade-1) by providing well graded material grade-1, spreading in uniform layers @1.28 times the specified compacted thickness 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 per MORD Technical Specification Clause 401.

W.B.M (Grade-3) (53mm to 22.4mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (G-3) specification including spreading in uniform thickness loose qty. 0.91 Cum./10sqm. area for 7.50cm. compacted thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone dust @0.18 Cum per 10 Sqm to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD Specification.

Construction of unreinforced, and expansion joints only plain cement concrete pavement thickness as per design over a prepared sub base with 43 Grade cement or any other type as per clause 1501.2.2, M 30 ( Grade ) coarse and fine aggregates conforming to IS383, maximum size of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plate, including levelling the formwork as per Drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction, joints, applying debonding strips, primer, sealent, admixtures as approved, curing of concrete slabs for 14 days, curing compound ( where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501

E/W Cutting in embankment in ordinary soil, excavation to be in regular pits not exceeding 0.50m in depth earth work in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including cartage from 1km distance. as per SI No. 253

Supply and Fixing of Sign board or Lokarpan stone etc.