Construction work of Budhaha link road

Earth work in cutting or in embankment in ordinaryh soil, excavation to be the from of regular pits not exceeding 1/2 meter in depth and earthwork in embankment to be in 20 CM. layers inclusing ramming and dressing the surface to required levels and slopes and also including 1.50 meter lift and 30 meter lead. the earth from cutting to be used in making embankment or to be desposited as spoil banks withen 30 m. (100Ft) distance as directed by the Engineer-in Charge.

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 complacting with smooth wheel roller to achieved the desired density. complete as per clause 401.

Providing laying spreading and compacting stone aggregates of specific sizes (22.4-53mm) to water bound macadam specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.

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 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-days,

Earthwork in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 1/2 meter c 20" in depth and earthwork in embankment to be in 20 cm (8) layers including ramming and dressing the surface to required levels. washed out and distrubed patri.

Construction of H.P. culverts 350 mm and 900 mm dia NP3 H.P. Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect.

Concrete with 4cm gauge Stone ballast Coarse sand and cement in proportion (8:4:1) in foundation and under pipes including supply of all material, labour T&P etc. required for propr completion of the work as per S.L. 273

150 Class B/W in (1:4) cement and fine sand 1.25 finess modelus in error in foundation and plinth including supply of all materials, labour T&P etc. complete as per S.L.No. 305

Supply of 350 mm NP3 Hume Pipe and its coller including cartage etc. complete.

Supply of 900 mm NP3 Hume Pipe and its coller including cartage etc. complete.