Construction of CC drain etc under special repair work in the populated area at Km-01 of Dulhaida Chauhan Road from NH-58

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. PCC Grade M15 Using Batching Plant

RCC Grade M30 using batching plant transit mixer & manual placing. Including formwork Tools plant , material ,Labour Taxes Etc excluding GST

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Providing and laying reinforced cement concrete 350 mm dia NP3 pipe for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works, backfilling concrete and masonary work in head wall and parapets. As per Attached Analysis.

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

Supply & laying of 80mm thick ISI marked I-Shaped mechanically compressed Interlocking cement concerete paver blocks smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5 mm thick topping The compressive strength of concrete paver block shall not be less than 30Mpa and weight 4.5 kg per No. confirming to IS: 15658-2006 including cost of material with labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.