package 01.-1 1 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 and iwtd ,shivamogga sr 2018-19 cum 94 136.5 12831 2 2 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) sqm 376 6.62 2489.12 3 3 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 and compaction by vibratory roller) morth specification no. 305 (p .148 /i. 19.60) pw, p and iwtd ,shivamogga sr 2018-19) cum 75.2 434.7 32689.44 4 4 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 cum 56.4 2172.45 122526.18 5 5 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, finishing to lines and grades as per drawing complete as per specifications.2 m20 (at 300kg per cum coarse aggregate @ 0.64cum and fine aggregate @ 0.43cum)(pwd sr 2018-19 p.no. 174, i.no. 22.6.2) (pwd sr 2018-19 p.no. 176, i.no. 22.6.1) cum 56.4 5634.3 317774.52 6 1 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 and iwtd ,shivamogga sr 2018-19 sqm 59 136.5 8053.5 7 2 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) sqm 236 6.62 1562.32 8 3 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 and compaction by vibratory roller) morth specification no. 305 (p .148 /i. 19.60) pw, p and iwtd ,shivamogga sr 2018-19) cum 47.2 434.7 20517.84 9 4 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 cum 35.4 2172.45 76904.73 10 5 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, finishing to lines and grades as per drawing complete as per specifications.2 m20 (at 300kg per cum coarse aggregate @ 0.64cum and fine aggregate @ 0.43cum)(pwd sr 2018-19 p.no. 174, i.no. 22.6.2) (pwd sr 2018-19 p.no. 176, i.no. 22.6.1) cum 35.4 5634.3 199454.22
