tender for afzalpur pavati link road from ambedkar library in idrishpur pepla - water bound macadam grading - 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kn static rollerin stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density grading iii as per techincal specification clause 405. including supply of all material, labour, t&p etc also including labour cess, royalty and all other applicable taxes (but excluding gst) required for proper completion of work as per direction of engineer-in-charge. 2 providing and applying tack coat with bitumen vg-10 grade usingpressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. including supply of all material labour, t&p etc also including labour cess, royalty and all other applicable taxes(but excluding gst) required for proper completion of work as per direction of engineer-in-charge. technical specificaton clasue(si.no. 503). 3 providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using vg-10 bitumen required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling witha three wheele80-100kn static roller capacity,finished to required level and gradesto be followed by type-c seal coat. including supply of all materiallabour, t&p etc also includinglabour cess, royalty and all other applicable taxes(but excluding gst) required for proper completion of work as per direction of engineer-in-charge.as per technical specification clause. 508.including supply of all material labour, t&p etc also including labour cess, royalty and all other applicable taxes(but excluding gst) required for proper completion of work as per direction of engineer-in-charge. technical specificaton clasue(si.no. 503). 4 providing and laying type-c seal coat with vg-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c. including supply of all material labour, t&p etc also including labour cess, royalty and all other applicable taxes (but excluding gst) required for proper completion of work as per direction of engineer-in-charge.as per technical specification clause 510. 5 construction of un-reinforced expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 (1:12:3) coarse and fine aggregates confirming to is 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (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 as per norms, applying debonding strips primer, sealant, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and also including complete shifting of matrials & concrete etc. (m-30) but when thikness of cc is less then 20 cm. (without dowel bar) including all material all taxes, labour cess but excluding g.s.t 6 excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling watering and ramming of excavated earth into the trenches or into the space between 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 7 cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. 8 r.c.c. work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3. .for slabs. lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra 9 supply fitting and placing tmt bar erinforcement (fe 415) in substructure complete as per drawing and technical specification 10 earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 3.0 km. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 m. distance as directed by the engineer incharge. (royality removed by govt.) for small works/ abadi area. (where machine can not move) si no. 253 (a)