Active tenders in Earth Excavation

cutting levelling disposal of earth and other miscellaneous development and repairing work around buildings in western zone of anushaktinagar, mumbai.

1. dismantling of tilted and weathered sun dried mud briks wall and parapets carefully avoiding damage to adjoining structures2. very careful removal of cracked twigs from the roof3. earth bwork excavation in hard csoil etc as per estimate

mla-ads 2018-19 revised estimate for construction of protection wall for panamkutty chalilpadi road

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)

earth work in excavation of granite rock of left kachnauda main canal from km. 3.515 to km. 3.570

earth work in excavation of granite rock of left kachnauda main canal from km. 3.400 to km. 3.515

earth work in excavation of granite rock of left kachnauda main canal from km. 3.573 to km. 3.625

cherpulassery municipality 2021-22 kunnumpuram kudivella padhadhi.-2.8.1 : earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil 4.1.8 : providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 5.1.2 : providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 5.2.2 : reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.3 : reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size). 5.22.6 : steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 5.9.1 : centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 5.9.6 : centering and shuttering including strutting, etc. and removal of form for:columns, pillars, piers, abutments, posts and struts 5.9.3 : centering and shuttering including strutting, etc. and removal of form for:suspended floors, roofs, landings, balconies and access platform 5.9.5 : centering and shuttering including strutting, etc. and removal of form for:lintels, beams, plinth beams, girders bressumers and cantilevers 18.48 : providing and placing on terrace (at all floor levels) polyethylene water storage tank :isi 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 10.16.1 : steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.hot finished welded type tubes od1254667/2021 2022 : digging borewell of 150mm dia including all charges od1174688/2021 2022 : supplying aand fixing pvc end cap suitable for 180mm casing pipe incliding all cost conveyance and fixing charges od1254679/2021 2022 : supply and errect ready made ferrocement pump house of size 1.5x1.5x2.1m with following specificationrcc post shall be fixed in pcc 1:3:6 of size 45x45x45cm, foundation alround with solid block masonry with cm 1:6bof 30x40cm size ferrocement wall of 1.5mx2.1m of thickness 25mm , ferrocement traingular type roof made of ferrocement slab of thickness 25mm, ms door of size 75x210cm with 1mm thick ms sheet and suitable gi frames and painting with two coats of synthetic enamel paint over a coat of iron primer with suitable locking arrangement and a pad lock of 5 lever , ms ventilator of size 60x40cm, flooring with cc 1:4:8 75mm thick and plastered over 12mm thick cement plaster 1:4 and neat cement flushing coat and all wall surfaces and roof shall be painted with two coats of exterior emulsion paint over coat of primer. od1254683/2021 2022 : supplying and fixing pvc casing pipe of 180mm dia 6kg/cm2 including all charges. od1254685/2021 2022 : supply install test and commissioning of tube well submerssible motor and pump set up to and including 10hp in existing tube well with following:a) 50mm dia upvc pipe 66mb) 3 core 4sqmm upvc cable 70mc) nylon rope for hanging the motord) gi clampe) non return valvef) 50mm gi bend , 50mm pipe upto non return valveg)panel board made of powder coated gi sheet with suitable frame work with isi marked dol starter , main switch 440volts , 100ma 4 pole elcb , capacitor , selector switch-2 nos, ammetter ,voltmeter,indicator lamp -3nos etc(rate per hp) 50.18.9.7.1 : providing and fixing pvc pipes includings of pipes with one step pvc solvent cement, trenching refilling and testing of joints complete as per direction of engineer in charge. 63 mm dia 6kgf/cm2 18.12.6 : providing and fixing g.i. pipes complete with g.i fittings including trenching and refilling etc. external work50 mm dia nominal bore od1307427/2021 2022 : site investigation charges to identify suitable site for digging borewell including all charges.

construction of lessue kharpeth road to gujjar basti by way of earth work in excavation p/l of gsb g-ii rcc pipes and construction of stone masonary rb walls

package 02.-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) cum 8.4 5634.3 47328.12

package 03.-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

package 05.-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

package 04.-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

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

sh ss good earth, wdcm, red bajri, jamuna sand, digging holes, supply of plants, neem oil cake, earth work in excavation by mechanical means etc at site

e-tender for industrial estate ettumanoor for sidco - kottayam-development work

work of making muddi for demarcation in trust scheme scheme no. 13.

work no 33, ward 40, jandapur me s b l campany ke samne kudaghar banane ka karye

miscellaneous work at the time of possession mig-a 98 houses zone-77 at sector-7, pratap nagar, sanganer, jaipur.-1 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and all lift , disposed earth to be levelled and neatly dressed: 210.600 cum 137.00 rupees one hundred thirty seven only 28852.20 2 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 185.220 cum 66.00 rupees sixty six only 12224.52 3 carriage earh sand lime morrum upto 10 km 185.220 cum 63.30 rupees sixty three and thirty paise 11724.43 4 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr.: all kinds of soil 7761.000 sqm 7.00 rupees seven only 54327.005 cleaning of wc, wash hand basin, sink, cc chamber etc,complete with cleaning materials etc.. 392 nos 25.00 rupees twenty five only 9800.00 6 labour charges for cleaning for internal man hole/chamber complete manhole 98.000 nos 50.00 rupees fifty only 4900.00 7 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 31.590 cum 2429.00 rupees two thousand four hundred twenty nine only 76732.11 8 random rubble stone masonryr with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: cement mortar 1:6 ( 1-cement : 6- sand). 201.825 cum 2148.00 rupees two thousand one hundred forty eight only 433520.10 9 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 6 (1 cement : 6 coarse sand) 101.43 cum 3236.00 rupees three thousand two hundred thirty six only 328227.48 10 half brick masonry in superstructure , above plinth level upto floor v level using bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 245.700 sqm 398.00 rupees three hundred ninety eight only 97788.60 11 brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using bricks of class designation 75 in :cement mortar 1 : 4 (1 cement : 4 coarse sand) 117.600 cum 285.00 rupees two hundred eighty five only 33516.00 12 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 2600.000 sqm 107.00 rupees one hundred seven only 278200.00 13 grading roof for water proofing treatment with water proffing compound cement mortar 1:4 (1cement : 4 coarse sand) 3.109 cum 3745.00 rupees three thousand seven hundred forty five only 11643.39 14 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 50.000 cum 87.00 rupees eighty seven only 4350.00 15 providing and fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : 365.040 cum 285.00 rupees two hundred eighty five only 104036.40 16 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 and is :15622 in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).200 x 300mm 97.500 sqm 535.00 rupees five hundred thirty five only 52162.50 17 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4).s.no particular qty. unit rate rate in words amount 18 extra for using marble printed / granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and mat finished tiles. 162.500 sqm 60.40 rupees sixty and forty paise 9815.00 19 providing and fixing marble stone flooring table rubbed, 15-18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) 45.000 sqm 1228.00 rupees one thousand two hundred twenty eight only 55260.00 20 kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete for area of each slab upto 2001 sqcm 65.000 sqm 776.00 rupees seven hundred seventy six only 50440.00 21 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 8411.980 sqm 46.00 rupees forty six only 386951.08 22 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 200 sqm 62.00 rupees sixty two only 12400.00 23 providing and laying pop moulding and beading in ceiling including nailing and scafollding etc. complete of size : 160.000 rmtr 47.00 rupees forty seven only 7520.00 24 providing and laying pop cornice of required design and pattern in ceiling including nailing and scafollding etc. complete with fine finishing of size:75mm x 75mm 200.000 sqm 107.00 rupees one hundred seven only 21400.00 25 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:

clearing the site earth work in excavation pcc rcc steel reinforcement for rcc work brick masonry cement plaster wood work in frames of doors windows laying vitrified floor tiles ist quality ceramic glazed wall tiles floor tiles painting plumbing