Product Detail :
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Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-odular bricks of standard size of class designation 35 with cement mortar 16 including cost of materials, labour charges, scaffolding, curing, complete as per specifications. Providing and laying in position plain cement concrete of mix m20 with opc cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregtes @ 0.43cum, with superplastisiser @3lts confirming to is9103-1999 reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, hom of machinery, curing complete as per specifications. specification no. kbs 4.1, 4.2 (p 13 /i. 4.60) pwd sr 2018-19, ksrb15-3.6 providing 18mm thick cement plaster in single coat with cement mortar 16, to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. ) (p 116/i.no 15.17) pwd sr 2018-19, ksrb 15-53.1 providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications with primer..(p.no-120/ i.no-15.53.2,pwd sr/2018-19), ksrrb 300-1. providing and fixing m.s.gate as per chief architect drawing using 50mmx50mm 14 guage m.s.hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mmx6mm and 16x16mm square rods for verticals slternatively spaced at 4cms c/c in two halves and 40mmx6mm m.s.flats for horizontal t member and at the top cast iron spikes are provided at alternte vertical members as shown in the drawing etc., complete .all the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive pait (shop paint) etc., complete. the work includes cost of all materials. labour charges for all items of work, hire charges for welding cutting and grinding equipment and electricity charges.with lead and lift. loading and unloading charges,etc,. complete as per specificatio (p 45 /i.no 7.37) pw, p & iwtd ,shivamogga sr 2018-19, ksrrb 300-1. earthwork excavation by manual means in ordinary soil excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. morth / chapter 3 (p 143 /i.no 19.1) pw, p & iwtd ,shivamogga sr 2018-19, ksrrb 300-compaction ksrrb 300-58. compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, hom of machinery complete as per specifications. morth / chapter 34(pwd sr 2018-19 p.no. 149, i.no. 19.64), ksrrb m300- construction of embankment with material gravel/ murrum. ksrrb m300-53. construction of embankment with approved material gravel/murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) morth specification no. 305 (p .148 /i. 19.60) pw, p & iwtd ,shivamogga sr 2018-19), ksrrb m400- wet mix macadam ksrrb m400-17. providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at omc in mechanical mix plant carriage of mixed method of 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 complete as per specifications. morth specification no. 406, cement concrete pavement.construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with opc cement or any other type as per clause 1051.2.2 design mix m20/m30 , with 25mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser @3lts confirming to is9103-1999 reaffirmed-2008 , mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per 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 form work as per drawing). spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, f
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