CC nirman karya of Gram matyar me damar road se mukhya marg par pulia tak in Block kyara at Distt. Bareilly in Financial Year 2025-26

provding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 2 as per Technical Specification Clause-405..

Brick masonry work in cemnet mortar in foundaton complete excluding pointing and plastering as per drawing and technial specificaions clauses 600, 1202 & 1203

12mm thick cement plaster in 1:4 cement coarse sand all complete

laying brick soling layer on prepared sub grade with brick on edging accourding to lines, graded and cross section shown on the drawing filling joints with sand and earth spreading 25mm thick layer of earth over brick soling watering and rolling as per technical specifications clause 412

Cement concrete pavement construction of un-reinforced dowl jointed at expansion and construction joint only plain cement concrete pavment thickness as per design over a prepred sub base with 43 grade cement or any other type as per clause 1501.22 m30 coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 2 cum capacity and appropriate weigh batcher using approved mixed design laid in approved fixed side fomwork spreeding the concrete with showel, rakes compacted using needle screed and plate vibrators and finished in continuous peration including provision of contaction and expansion, construction joints, apply debonding strips, primer, sealant, dowel bars near approaches to bride/culvert and construction joints, admixtures as approved curing of slabs for 14 days curing compound and water finished to lines and grade as per drawing and technical specification clause 1501

construction of embankment with approved material obtained form borrow pits with a lift upto 1.5m, transporting to site, spreading grading to reqwuired slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specificaions clause 301.5

Supply and fixing of sign board at site