Latest computer stationary item Tenders | Government computer stationary item Tenders

CTN :40916863

02 Aug, 2025 2.07 Lacs

Bathinda - Punjab

Tender For bid to ras bid to ras supply of arch wire ss preformed ideal arch form lower comma 0 point 016 inch comma round , bonding system light cured with adhesive kit complete , elastic chain 15 feet spool comma closed continuous , niti open coil spring 0 point 012 into 0 point 030 inch thickness wire spool 15 inches , niti closed coil springs with eyelet pkt of 10 for 150 to 200 gm comma 6 mm , arch wire niti copper preformed ideal arch form upper comma 0 point 016 round , stainless steel mim orthopedic headgear tubes 0 point 045 inch set of two , mathieu wire ligature twister , pea mbt with fd numbering with bondable upper double and lower double first molar tube 022 , preformed loop arch wire for retraction tma 24 to 42 inter incisal distance , posted arch wire preformed ss 22 to 42 inter incisal distance , crimpable hook cross section 0 point 016 into 0 point 022 inches , arch wire niti copper lower 0 point 016 round , arch wire niti copper lower 0 point 016 into 0 point 022 , niti preformed trueform archwire lower pkt 0f 10 0 point 017 into 0 point 025 rectangular , niti preformed trueform archwire lower pkt 0f 10 0 point 019 into 0 point 025 , niti preformed trueform archwire lower pkt 0f 10 0 point 021 into 0 point 025 , arch wire niti copper preformed ideal arch form lower 0 point 016 rcos , elastic rubber separators , molar bands pea roth 18 by 25 upper triple and lower double 400 bands from 34 to 40 , arch wire ss preformed upper comma 0 point 016 into 0 point 022 inch , arch wire ss preformed lower comma 0 point 016 into 0 point 022 inch , arch wire ss preformed lower comma 0 point 019 into 0 point 025 inch , arch wire ss preformed lower comma 0 point 021 into 0 point 025 inch , elastic chain 15 feet spool comma short , elastic chain 15 feet spool comma long , latex elastic intraoral packet of 1000 comma 3 by 16 inches comma 3 point 5 ounce , latex elastic intraoral packet of 1000 comma 5 by 16 inches comma 3 point 5 ounce , latex elastic intraoral packet of 1000 comma 3 by 8 inches comma 3 point 5 ounce , arch wire niti copper preformed ideal arch form upper comma 0 point 016 into 0 point 022 , arch wire niti copper preformed ideal arch form upper comma 0 point 019 into 0 point 025 , arch wire niti copper preformed ideal arch form upper comma 0 point 021 into 0 point 025 rectangular , elastomeric lig a rings clear , elastomeric lig a rings colored , orthodontic brush , niti intrusion arch wire 19 inch into 025 inch upper , niti intrusion arch wire 19 inch into 025 inch lower , rectangular base //bid details 2 / 33

corporations/Associations/Others

CTN :41185651

13 Aug, 2025 4.68 Lacs

Ajmer - Rajasthan

Tender For supply of 15x12x1 single part : : - blank continuous stationery 15 by 12 by 1 inch , blank continuous stationery 15 by 12 by 2 inch , dgh ps fno 700 , dgh fno 720 , special mhr fno 3251 , nomination form fno 3264 , hospital treatment form fno 3816 , declaration in lieu of 3784 fno doaj101 , sss premium deduction form do aj 142 , death claim requirement fno do aj 225 , stationery requisition form fno do aj 268 , stationery forms checking form fno do aj 428 , death claim control register fno do aj 508 , surrender questionaire interview fno doaj555 , huf addendum to proposal form fno do aj 559 , addendum for life of non earning major lives fno do aj 560 , annexure lim fno do aj 561 , furniture and equipement stock received book f no 4908 , file flat

CTN :41166613

29 Jul, 2025 6.58 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/02 - repair of road from jalalgarh railway gumti to mahiyarpur via chauhan tola, clearing and grubbing road land (by manual means)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 technical specification clause 201., scarifying existing bituminous surfacescarifying 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 technical specification clause 301.4., construction of subgrade & earthen shoulderconstruction 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 clause 303.1., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wmm(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., prime coat (low porosity)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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., semi-dense bituminous concreteproviding 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., cement concrete/panel concrete pavementconstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383 as per actual design mix, processing 28 days minimum compressive strength of 35 (thirty five) mpa and minimum flexural strength of 4.5 (four point five) mpa, 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, constructi

CTN :41166599

29 Jul, 2025 10.89 Crore

Bagaha - Bihar

Tender For rrsmp-25-26 bagaha-1-04 - phagunahta to phagunahta sah tola, 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, 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 clause 303.1., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, 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.ii) 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.iii) 200 m stone, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. i)600 mm equilateral & triangle,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. ii)600 mm circular ,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. iii)600 mm x 450 mm rectangular,, 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. at edge for cc portion, 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 w

CTN :41166600

29 Jul, 2025 22.77 Crore

Bagaha - Bihar

Tender For rrsmp/25-26 bagaha-1/01 - bathwariya to bathwariya purab tola, 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, 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 clause 303.1., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, 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.ii) 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.iii) 200 m stone, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. i)600 mm equilateral & triangle,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. ii)600 mm circular ,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. iii)600 mm x 450 mm rectangular,, 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. at edge for cc portion, 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

CTN :41166602

29 Jul, 2025 28.07 Crore

Bagaha - Bihar

Tender For rrsmp/25-26 bagaha-1/02 - binwaliya p.school to sikatiya pmgsy road, 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, 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 clause 303.1., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, 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.ii) 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.iii) 200 m stone, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. i)600 mm equilateral & triangle,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. ii)600 mm circular ,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. iii)600 mm x 450 mm rectangular,, 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. at edge for cc portion, 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

CTN :41166629

29 Jul, 2025 24.43 Crore

Araria - Bihar

Tender For rrsmp/25-26 araria/08 - laluwabari pmgsy near bridge to purnea sima via karhmana, clearing and grubbing :- 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, scarifying :- 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 technical specification clause 301.4., 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 1000 m as per technical specification clause 303.1., granular sub-base with well graded material(grade ii) :- 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., water bound macadam gr 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 clause 405., pavement quality concrete (pqc) :- construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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, 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., km stone, 200 m stone, retro-reflectorised traffic signsproviding and erecting direction and place identification retro-\reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 nos. firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701., 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 eq

CTN :41166591

29 Jul, 2025 12.56 Crore

Araria - Bihar

Tender For rrsmp/25-26 araria/10 - pmgsy bhika more to barbanna mmgsy via bhika west, clearing and grubbing :- 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, 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 1000 m as per technical specification clause 303.1., granular sub-base with well graded material(grade ii) :- 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., water bound macadam gr 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 clause 405., prime coat :- 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., tack coat :- 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., semi dense bituminous concrete :- 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., pavement quality concrete (pqc) :- construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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, 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., km stone, 200 m stone, retro-reflectorised traffic signsproviding and erecting direction and place identification retro-\reflectorised sign as per irc:67 made of

CTN :41166636

29 Jul, 2025 5.44 Crore

Araria - Bihar

Tender For rrsmp/25-26 araria/09 - pwd road to dahua bari goth tola, clearing and grubbing :- 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, 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 1000 m as per technical specification clause 303.1., granular sub-base with well graded material(grade ii) :- 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., water bound macadam gr 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 clause 405., prime coat :- 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., tack coat :- 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., semi dense bituminous concrete :- 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., pavement quality concrete (pqc) :- construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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, 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., km stone, 200 m stone, retro-reflectorised traffic signsproviding and erecting direction and place identification retro-\reflectorised sign as per irc:67 made of encapsulated lens

CTN :41166592

29 Jul, 2025 3.57 Crore

Patna - Bihar

Tender For rrsmp/25-26 gaya/03 - construction of road chakand hospital more to hasanpur via post office under mmgsuy head in sadar gaya block, clearing and grubbing road land 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 as per technical specification clause 202. :- dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, 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 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1) :- 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. for grading i material, wbm grading 3 :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., panel concrete pavement (pqc) :- construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing , 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. 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, providing and fixing logo of project :- providing and fixing of typical mmgsuy 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

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