tender for work of 1000 mm dia culvert at km 8, 11, 14 of tahrauli chandwari rampura shankargarh (a.d.m.). - construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 2 providing, laying, spreading of graded stone aggregate(wmm) after mixing with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% opc cement + 3.5% emulsion on subbase/sub grade and compacting with road roller to achieve the desire density.. 3 construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 4 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. 5 sand filling in foundation trenches as per drawing & technical specification 6 plain/reinforced cement concrete m-15 in open foundation complete as per drawing and technical specifications. 7 stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. 8 pointing with cement mortar (1:3) on brick work in substructure as per technical specifications 9 rcc grade m20 using batching plant transit mixer & manual placing 10 laying reinforced cement concrete pipe np4/prestressed concrete pipe 1000 mm diafor culverts 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 masonry works in head walls and parapets .