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/01 - name of road - nh-82 to nepura via malti , length of road - 2105 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, 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., excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, 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, 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 400.11 & 400.12 and technical specification clause 406., 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., mix seal surfacing - providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen 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 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509., 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 specifie
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 tender for supply of mechanical items - m 2.5 x 8 csk screw brass b 286 to finis h b507 nickel plating , m 2.5 ch.hd 13.0 br b507 , m4.0 hex.nut orey br b507 , hex nut ordinary m 2.5 free cutting bras s b286 finish b 507 nickel plating on e side chamfered , st2.2x10 pan hd st b507 , washer m2.5mm plain , washer m3mm plain , m 3.0 x 8mm cheese head screw material-brass , m 3 x 6 ch hd , m3 washer-brass , m 3.0 x 10 csk screw brass b 286 to fini sh b507 nickel plating , 2.2 pan hd. 4.5 st.b507 , m 2.5 x 6.0 csk head screw , m3 washer-brass , plain washer , m2.9x20mm pan hd st b507 , m 3x6 ch hd , rivet , post
Tender For supply of material and machinary under mukhyamntri shahri rojgaar guarantee yojna for financial year 2025-26-, , hydraulic excavatorl cum bucket capacity per hour 60 cum , , tipper 10 tonnes capacity , , dozer 80 hp for spreading @ 200 cum per hour , , motor grader for grading @ 100 cum per hour , , water tanker 6 kl capacity , , vibratory roller 8-10 tonnes 100 cum per hour , , supply of water , , earth taken from private land , , air compressor with pneumatic chisel attachment for cutting hard clay. , , tractor-trolley , , stone aggregate 40mm (one size) (0.70 cum-7.5% for voids i.e. 0.05 = 0.65 cum), stone aggregate 40mm (one size) (0.56-7.5% for voids i.e. 0.04 = 0.52 cum) , , stone aggregate 20mm (one size) , , stone aggregate 10mm (one size) , , coarse sand , , cement (0.1175 cum). cement (0.2225 cum), cement (0.268 cum. of cement = 0.38 tonne) , , mason (iind class) , , mixer , , vibrator , , factory made interlocking c.c. paver block m-30 grade, 80 mm thick , , fine sand at site , , synthetic fibre 6 mm/12mm (125 gram) @ 900 g/cum , , scaffolding and sundries , , hire and running charges of mechanical mixer , , plastic emulsion paint , , materials for filling in holes and cracks (putty etc) , , brushes, sand paper etc , , enamel paint , , , , ,
Tender For supply of cut resistance hand gloves with heavy duty nitrile coating as per 6116 119.00 pair 5.0% 1000 en 388:2003 for use in machining of equipment. complete specification as given below: en:388 (3111x) size 10 length: appx. 27cm. construction five finger glove, canvas cuff partially coa ted. (1) base glove; jersy cotton. coating nbr (nitrile butadine rubber) coating colour: blue , finishing: fully coated, cuff style:safety cuff. liner material: cotton jersy, construction: dipped cut and sewn length:260mm(+- 5ml) ressistance: good resistance to oil & grease. not e: following details must be available on each glove: (1) ce confirmity symbol. (2) mechanical risk pictogram with en standard & digit code. (3) manufacturers name. [ warrant y period: 30 months after the date of delivery ]
Tender For offer for falcon make spares for bowl mill xrp-763/803 kstps, kota.-, , falcon make main vertical shaft with falcon split sleeve of patented design on oil seal portion, three nos keys and two nos lock nuts for coal mill xrp 763/803 of stage -i &ii , , falcon make wear resistance, reversible split sleeves of patented design for oil seal portion of roller journal shaft for coal mill xrp 763/803 of stage -i &ii , , material: en -31 , , size od: 241.3 0.05mm id: 220.02 + 0.03mm - 0.00mm , , w:104 0.03mm , , hardness: 50-60 rc quality on fitment 0.03mm , , falcon make spring loaded mechanical face seal assly. with split air seal housing of patented design for coal mill xrp 763/803 of stage -i &ii , , falcon make roller journal shaft with falcon wear resistant, reversible split sleeve of patented design on oil seal portion for coal mill xrp 763/803 of stage -i &ii , , falcon make bearing housing cover, for coal mill xrp 763/803 of stage -i &ii , , falcon make dust guard assembly for coal mill xrp 763/803 of stage -i &ii , , falcon make seal runner for coal mill xrp 763/803 of stage -i &ii