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 18.5 136.5 2525.25 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 74 6.62 489.88 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 14.8 434.7 6433.56 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 11.1 2172.45 24114.19 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 11.1 5634.3 62540.73 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 cum 18 136.5 2457 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 72 6.62 476.64 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 14.4 434.7 6259.68 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 10.8 2172.45 23462.46 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 10.8 5634.3 60850.44 11 1 ksrb 15-14.1: providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface to give an even shade after throughly brooming the surface free from all grease,dirt,loose peases of scales,including preapring the surface even and sand paper smooth,cost of materials, labour, complete as per specifications. i.no.15.49, page no.119. shivamoga circle pwd sr 2018-19 sqm 169.35 103.95 17603.93 12 2 ksrb 15-74 : providing and applying enamel metal paint two coats over new steel or other matel surface 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. pwd sr page no.1231item no15.74/ 2018-19 sqm 26.64 96.6 2573.42 13 3 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 14 136.5 1911 14 4 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 56 6.62 370.72 15 5 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 11.2 434.7 4868.64 16 6 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 8.4 2172.45 18248.58 17 7 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)
