tender for from mulyannagar datawali lakhapur katra chitbhavan navali via canal track to loktipul loknathpur road - construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 (carted earth) (including all taxes but excluding g.s.t.) 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin 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.. (including all taxes but excluding g.s.t.) 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. , (including all taxes but excluding g.s.t.) 4 construction of u-type drain (brickwork)excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge of 30 m from the foundation trenches. 5 construction of u-type drain (brickwork)cement concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material t&p etc. required for proper completion of work. 6 construction of u-type drain (brickwork)first class brick work in 1:4 cement and fine sand of 1.25 f.m. mortar in foundation plinth including supply of all materials, labour and t&p etc. required for proper completion of work. 7 construction of u-type drain (brickwork)cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material t&p etc. required for proper completion of work. 8 construction of u-type drain (brickwork)12mmcementplasterwithcementmortarinproportionof 1:3 cement & coarse sand of single coat for interior plasteringuptofloortwolevelincludinginternalrounded angleschamfers,androundedanglesnotexceeding80mm in girth and finished even and smooth.