Tender For construction of metaling road from basarikatti chandanahosura road to sambrekar and desaivar s land in belgaum taluka - semi skilled,, fitter(grade1).,., fine aggregate 10mm ,., name ., binding wire,., tmt bars fe 500,., add handling loading and unloading at 2% on material.,, rcc pipes np2 900mm dia including collars., add 24% centering(since centering area increased), add watering charges at 1 % on material.,, mixer (concrete) - 1 cum capacity.,, portland cement,., broken stone aggregate 12 mm to 10 mm size,, broken stone aggregate 20 mm size,, broken stone aggregate 40 mm size,, coarse sand (zone iii),, boulders.,, crushed stone chippings 13.2 mm.,, crushed stone course aggregate 53.,, caseii - unsurfaced gravelled road (add 10 % of cost of carriage to cover cost of loading and unloading), tipper 5 cum capacity,., front end loader 1 cum capacity,., generator 100 kva,., wet mix plant (pug mill),., grit / stone dust.,, fine aggregate/crushed sand 2.36mm - 75 micron at 30, coarse aggreages 12 mm,.,, granite metal 20 mm.,, granite metal 40 mm.,, vibratory roller 8 tonne,., water tanker,, gravel 2.36 mm/murrum,, water.,., tractor - 40 hp.
Tender For construction of metaling road from peejaar land to yallappa chikkalaki land near chalakate in tarihal village of belgaum taluk - semi skilled,, fitter(grade1).,., rcc pipes np2 750mm dia, binding wire,., tmt bars fe 500,., add handling loading and unloading at 2% on material.,, rcc pipes np2 900mm dia including collars., add 24 percent centering charges (since centering area increased), mixer (concrete) - 1 cum capacity.,, portland cement,., broken stone aggregate 12 mm to 10 mm size,, broken stone aggregate 40 mm size,, broken stone aggregate 20 mm size,, coarse sand (zone iii),, boulders.,, crushed stone chippings 13.2 mm.,, crushed stone course aggregate 53.,, tipper 5 cum capacity,., front end loader 1 cum capacity,., generator 100 kva,., wet mix plant (pug mill),., grit / stone dust.,, fine aggregate/crushed sand 2.36mm - 75 micron at 30, fine aggregate 10mm ,., coarse aggreages 12 mm,.,, granite metal 20 mm.,, granite metal 40 mm.,, vibratory roller 8 tonne,., water tanker,, gravel 2.36 mm/murrum,, water.,., tractor - 40 hp.
Tender For construction of a new kitchen shed at chikkaladinni government primary kannada school - corbon electrodes construction kich, aluminium window frame section 1.20 mm thick kitchen shed, unit cost as per the specification kitchen shed, rms gusset plate kitchen shed, ms pipes of 80 mm to 100 mm dia kitchen shed, hom of welding and grinding machine kitchen shed, hom of cutting and grinding machine kitchen shed, mechanic class ii/mechanic hmp grade i/eme grade kitchen shed, soildparticalboardflushdoors30mmthick gp, dry distemper kitchen shed gp, mason class ii (with tools) kitchen shed, cudddapah slab 4 cm thick/shahabad/thandur blue kitchen shed, rubber beading for shutters beading kitchen shed, pvc beading kitchen shed, alluminium tower bolt - 20 cm kitchen shed, alluminium handles - 15 mm kitchen shed, cleat angles kitchen shed, jungle wood runners and planks kichen shed, casurina poles 75 - 100 mm dia kichen shed, casurina poles 100 - 150 mm kichen shed, burnt bricks class 35 (non modular) kichen shed, broken stone aggregate 40 mm size kichen shed, broken stone aggregate 20 mm size kichen shed, broken stone aggregate 12 mm to 10 mm size kichen shed, bond stone 20 x 20 x 45 cm kichen shed, five poin five zeromm thick plain glass kichen shed, m.s rods kichen shed, binding wire kichen shed, plasticizer / super plasticizer kichen shed, vitrified tiles 600x600 mm kichen shed, ms flat kichen shed, mason class i (with tools) kichen shed, painter class i kichen shed, mixer (concrete) - 1 cum capacity kichen shed, mixer (concrete small used in culvert) kichen shed, welder grade i kichen shed, fabricator kichen shed, tmt bars fe 500 kichen shed, silver oak or equivalent planks 38 mm thick kichen shed, rubble stones kichen shed, mathi/nandi wood planks for panels 25 mm thick kichen shed, coarse sand (zone iii) kichen shed, portland cement kichen shed
Tender For construction of the new government school kitchen shed in gutaguddi - soildparticalboardflushdoors30mmthick gp, corbon electrodes pam01, plasticizer / super plasticizer kitchen shed, binding wire kitchen shed gp, tmt bars fe 500 kitchen shed gp, mason class i (with tools) kitchen shed, mixer (concrete small used in culvert) kitchen shed, bond stone 20 x 20 x 45 cm kitchen shed, rubble stones kitchen shedrustumpur, casurina poles 100 - 150 mm kitchen shed, jungle wood runners and planks kitchen shed rustumpur, silver oak or equivalent planks 38 mm thick kitchen shed rustumpur, mixer (concrete) - 1 cum capacity kitchen shed, portland cement kitchen shed gp rustumpur, coarse sand (zone iii) kitchen shed, broken stone aggregate 12 mm to 10 mm size gp rustumpur, broken stone aggregate 20 mm size kitchen shed gp, broken stone aggregate 40 mm size kitchen shed gp, fabricator kitchen shed, five mm thick plain glass kitchen shed, cleat angles kitchen shed, alluminium handles - 15 mm kitchen shed, alluminium tower bolt - 20 cm kitchen shed, pvc beading kitchen shed, rubber beading for shutters beading kitchen shed, add providing and removing scaffolding at 3% on labour gp41, painter class i kitchen shed, welder grade i kitchen shed gp, ms flat kitchen shed gp, m.s rods kitchen shed gp, glazed tiles 300x450 kitchen shed, vitrified tiles 600x600 mm kitchen shed, unit cost as per the specification kitchen shed, rms gusset plate kitchen shed, ms pipes of 80 mm to 100 mm dia kitchen shed, hom of welding and grinding machine kitchen shed, hom of cutting and grinding machine kitchen shed, mechanic class ii/mechanic hmp grade i/eme grade kitchen shed, burnt bricks class 35 (non modular) gp kitchen shed sch, aluminium window frame section 1.20 mm thick kitchen shed, dry distemper kitchen shed gp, cudddapah slab 4 cm thick/shahabad/thandur blue kitchen shed, add cutting and other wastage 5% kitchen shed, mathi/nandi wood planks for panels 25 mm thick kitchen shed gp
Tender For construction of a compound to the west of the new government high school in gutaguddi village - primer school compound gp, binding wire school compound, welding charges 10 on material school compound, o20 mm dia hold fast rod school compound, m60 x 60 x 10 guage sq. plate washer school compound, school compound 15 mm bolt, m.s. angles 65 x 65 x 6 mm 34.7 kgs school compound, fitter class i school compound, o12 x 12 gauge g.i. wire 100 mtr at ts. 8.00/ per m school compound, add providing and removing scaffolding at 3% on labour school compound, painter class i school compound, water proofing cement paint school compound, coarse sand zone iii school compound, portland cement school compound, stone chistler class ii school compound, add watering charges at 1 % on material school compound, mason class i (with tools) school compound, mason class ii (with tools) school compound, mixer (concrete) - 1 cum capacity school compound, mixer concrete small used in culvert school compound, size stone 20 x 20 x 25 cms school compound, rubble stones school compound, casurina poles 100 - 150 mm school compound, broken stone aggregate 40 mm size school compound, broken stone aggregate 20 mm size school compound, broken stone aggregate 12 mm to 10 mm size school compound, boulders school compound, bond stone 20 x 20 x 45 cm school compound
Tender For name of work:- rmc to nagpura. - clearing and grubbing road land clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per morth specification clause 305.4.3, wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator mach
Tender For - rmc to mawasa - clearing and grubbing road land clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per morth specification clause 305.4.3, wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator machine complete wi
Tender For digod to dobari - clearing and grubbing road land clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of thorny jungle, dismantling of flexible pavements dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per morth specification clause 202 by mechanical means bituminous courses & granular courses, wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binder using plastic waste providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. (bitumen vg-30) (by mechnical means) waste plastic @ 8% of bitumen. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, providing and erecting typical citizens information board as per approved drawing & specification made of two ms sheet of