Construction work of CC road from CC road to Higher Primary School Bairampur in Ward 01 Bairampur.

Earth work in excavation for structure as per drawing and technical specification clause.305.1 including setting out construction of shoring and bracing, removal of stumps and others deleterios materials and disposal upto a leads of 50m.Dressing for sides and bottom and backfilling in trenches with excavated suitable material.DSR 2023 2.1.1

local sand of 1.25 F.M.and cement in proportion of 1:6:12 in foundation and under floors including supply of material,labour ,tools & plants etc.required for proper completion of the work. DSR 2023 4.1.10

First class -150 brick work in 1:4 cement and fine sand of 1.25 F.M.modulous mortar in foundation and plinth including |supply of all materials,labour & tools plents etc.requied for proper completion of the work.DSR6.32.1

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m and lead upto 30 m. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 |cartage up to 5 km DSR No-2.8

Consutuction of granular sub-base by providing coarse Agg.material Spreading in uniform layer with motor grader on prepared surface at OMC compacting with vibratory roller to achieve desired density for grading -1 as per PWD specification complete as per clause 401 Pathway Portion

Providing, laying. spreading and |Compacting stone aggregates of 53 |22.4 sizes to water bound macadam G-3 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 requisite type of screening/ binding Materials to fll up the interstices of coarse aggregałe, watering and compacting to the |required density for Grading 3 as perTechnical Specification clause |405.30

Construction of un-Reforced, dowel jointed at expension and construction joint only, plain cement Concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement @ 400 kg per cum, coarse and fine aggregate confoming to 1S 383 macadam size of coarse aggregate not exceeding 25mm mixed in a concretee mixer of not less than 0.2 |cum capacity and appropriate weigh batcher using approved mix design, laid in approved |fixed side formwork (steel channel, laying and |fixing of 125 micron thick polthene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with showels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying. deboinding stips, primer sealant, dowe bars, near approaches to bridgel culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days curing Compound where specifed and water finishing to |lines and grade as per drawing and technical |specification on clause 1501

Supply & fixing of Granite board of Size 3 X 4 feet

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