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Tender For construction of a hot meal kitchen at sahi primary school in kalamalli village - killadd white lead paint, gasket, cement, sand for making good the wall and floor at 2 on material, killlicenced plumber with tools, killlead or pvc connection pipe 32mm dia (for wash basin), killc.i. / m.s. brackets for flushing cistern, killbrass stop cock, killcp brass waste 32 mm of standard pattern, killcp brass chain with plug, killcopper plated brass piller tap 15mm, killwhite vitreous china clay flat back wash basin size 630x450mm, killgranite sink 23cm thick, killvitrified tiles 600x600 mm, killwhite cement, killceramic tiles 30 x 30 cms, killlime, killadd brush, putty, sand paper at 5 on cost of paint, killliquid wood filler, killprimer, killadd brush, putty, sand paper, roller at 1 on cost of paint, killwater proofing cement paint, killadd brush, putty, glue at 5 on cost of paint, killwhitening, killdry distemper, killadd hom of welding and grinding machine 2 on material, killfabricator, kill5.50 mm thick plain glass, killchrominum plated screws, killcleat angles, killalluminium handles - 15 mm, killalluminium tower bolt - 20 cm, killpvc beading, killrubber beading for shutters beading, killnylon rollers, killpowder coated 60-70 micron, killmason class i (with tools), killadd brush at 1 on cost of paint, killenamel metal paint, killadd providing and removing scaffolding at 3 on labour, killpainter class i, killadd wire brush, fine steel wool, putty, sand paper, at 3 on cost of paint, killready mix primer paint (ready mix red lead paint), killadd hom of welding and grinding machine 4 on material, killwelder grade i, killfitter class i, killms flat, killm.s rods, killmathi/nandi wood scantling, killhom of machinaries for planing, killadd cutting and other wastage 5, killmathi/nandi wood planks for panels 25 mm thick, killadd handling , loading and unloading at 1 on material, killburnt bricks class 35 (non modular), killadd watering charges at 1 on labour, killadd sundries charges at 1 on labour, killmixer (concrete small used in culvert), killbond stone 20 x 20 x 45 cm, killrubble stones, killbinding wire, killtmt bars fe 500, killcasurina poles 75 - 100 mm dia, killadd sundries charges at 2 on material, killadd handling , loading and unloading at 2on material, killcasurina poles 100 - 150 mm, killsilver oak or equivalent planks 38 mm thick, killjungle wood runners and planks, killhom of vibrator 0.71 days, killplasticizer / super plasticizer, killadd watering charges at 1 on material, killmixer (concrete) - 1 cum capacity, killportland cement, killcoarse sand (zone iii), killbroken stone aggregate 12 mm to 10 mm size, killbroken stone aggregate 20 mm size, killbroken stone aggregate 40 mm size, killover head & other miscellaneous charges, killadd sundries charges at 1 on material
Tender For construction of a hot meal kitchen at govt primary school in narinala village - killadd white lead paint, gasket, cement, sand for making good the wall and floor at 2 on material, killlicenced plumber with tools, killlead or pvc connection pipe 32mm dia (for wash basin), killc.i. / m.s. brackets for flushing cistern, killbrass stop cock, killcp brass waste 32 mm of standard pattern, killcp brass chain with plug, killcopper plated brass piller tap 15mm, killwhite vitreous china clay flat back wash basin size 630x450mm, killgranite sink 23cm thick, killvitrified tiles 600x600 mm, killwhite cement, killceramic tiles 30 x 30 cms, killlime, killadd brush, putty, sand paper at 5 on cost of paint, killliquid wood filler, killprimer, killadd brush, putty, sand paper, roller at 1 on cost of paint, killwater proofing cement paint, killadd brush, putty, glue at 5 on cost of paint, killwhitening, killdry distemper, killadd hom of welding and grinding machine 2 on material, killfabricator, kill5.50 mm thick plain glass, killchrominum plated screws, killcleat angles, killalluminium handles - 15 mm, killalluminium tower bolt - 20 cm, killpvc beading, killrubber beading for shutters beading, killnylon rollers, killpowder coated 60-70 micron, killmason class i (with tools), killadd brush at 1 on cost of paint, killenamel metal paint, killadd providing and removing scaffolding at 3 on labour, killpainter class i, killadd wire brush, fine steel wool, putty, sand paper, at 3 on cost of paint, killready mix primer paint (ready mix red lead paint), killadd hom of welding and grinding machine 4 on material, killwelder grade i, killfitter class i, killms flat, killm.s rods, killmathi/nandi wood scantling, killhom of machinaries for planing, killadd cutting and other wastage 5, killmathi/nandi wood planks for panels 25 mm thick, killadd handling , loading and unloading at 1 on material, killburnt bricks class 35 (non modular), killadd watering charges at 1 on labour, killadd sundries charges at 1 on labour, killmixer (concrete small used in culvert), killbond stone 20 x 20 x 45 cm, killrubble stones, killbinding wire, killtmt bars fe 500, killcasurina poles 75 - 100 mm dia, killadd sundries charges at 2 on material, killadd handling , loading and unloading at 2on material, killcasurina poles 100 - 150 mm, killsilver oak or equivalent planks 38 mm thick, killjungle wood runners and planks, killhom of vibrator 0.71 days, killplasticizer / super plasticizer, killadd watering charges at 1 on material, killmixer (concrete) - 1 cum capacity, killportland cement, killcoarse sand (zone iii), killbroken stone aggregate 12 mm to 10 mm size, killbroken stone aggregate 20 mm size, killbroken stone aggregate 40 mm size, killover head & other miscellaneous charges, killadd sundries charges at 1 on material
Tender For rrsmp/25-26 biharsharif/03 - name of road - nh-82 soyba to masiya road , length- 8.20km .clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, 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 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wh
Tender For rrsmp/25-26 biharsharif/02 - deepnagar to rail way station rest part,length of road - 500 mclearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, 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 1000 m as per technical specification., construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, km stone- reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., 200 m stone- reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., 600 mm equilateral & triangle - providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801, 600 mm circular - providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801, providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc), providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on
Tender For rrsmp/25-26 biharsharif/04 - name of road - construction of road from nh-31 to rahui bazar (incl. 5 years maint.)clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, 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 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished i
Tender For rrsmp/25-26 biharsharif/05 - name of road - repair of road from sarmera issua to brindavan road (incl. 5 years maint.), length of road - 2600 mclearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, 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 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size o
Tender For work of patchwork with road hot mix material andcutting method and supplu wetmix materialregarding ccrs complaint at different places ofurban areas juhapura, ice factory, fatewadi canalarea, and rural areas narimanpura village,badrabad village, juna bakrol village, juna vanjarvillage, asapura village and new bakrol village ofmaktampura ward south west zone(arc)
Tender For supplying g.s.b, wet mix and laying and labor work for laying hot mix material for patch work at. sabarmati, ramnagar, motera,nursery, acher,avani bhavan road, sarvoday nagar road, subhas nagar road,ashok vihar road in sabarmati ward of west zone.