VIKAS KHAND GAURI BAZAR GRAMSABHA LAVKANI ME BABULAL GOND KE GHAR SE CHANDRA SHEKHAR SINGH KE KHET TAK CC ROAD KA NIRMAN KARYA

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness asper Technical Specification Clause 201

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. MORD 11.1

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD 11.4

Bricks masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and techinical specification clauses 600,1202& 1203 MORD 11.5

Construction of granular Sub-base by providing well graded materials,sprading in uniform layers with motor grader/tractor mounted appropriate equipement on perpared surface mixing by mix in place mathod with rotavator at OMC,And compacting with smooth wheel roller to achived the desired density,compleate as per Techinical Specification Clause 401 MORD 4.1 401A

"Providing, laying and compacting of stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 3 as per PWD Specification.

Construction of un-reinforced, dowel jointed at expansion andconstruction 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 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, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-daysusing curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD 6.4-1500

Construction of Subgrade and Earthen Sholders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transportingto site, spreading grading to required slope and compacted to meetrequirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification Clause 303.1.

Supply and fixing of sign board at site