Construction work of Gram Karehnda Numaya Dahi pakki road to panna Lal Chaurasia ke khet to Rambhawan Chaurasia Numaya Rawatpur Pakki Road tak

Construction of Embankment Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.50 m lead upto 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement to table 300-1 and 300-2 as per technical specification clause 301.5

Granular Sub-base with well Graded Material (Table 400.1) 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 per MORD Technical Specification clause 401.

WBM Grading - III 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 wheeled roller 8-10 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 III as per MORD Technical Specification Clause 405

Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete 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 polythene film, wedges, steel plates including leveling 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 deboning strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days. As per MORD Technical Specification Clause 1500 -6.4

Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting our construction of shoring and bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. As per MORD Technical Specification Clause No. 300

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and as per MORD technical specification Clauses 802, 803,1202, 1203 Sr. No. 11.4

Brick masonary work in (1:3) cement coarse sand mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification. as per MORD technical specification Clauses 13300 & 2200

Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and as per MORD technical specification Clause 613.3 and 1204

Plastering with cement mortar (1:4), 15 mm thick on brickwork/ C.R. Stone masonry in substructure as per MORD technical specification Clauses 613.4 & 1204 Sr. No. 12.30

R.C.C. grade M 20 Reinforced cement concrete M-20 in substructure complete as per Drawing and Technical specification. (Sub structure). As per MORD technical specification Clauses 800