Latest surgical rubber gloves Tenders | Government surgical rubber gloves Tenders

Central Government And Public Sector

CTN :40442818

11 Jun, 2025 NA

Kalpakkam - Tamil Nadu

Tender For corrigendum : supply of surgical rubber gloves (v2) (q2)

CTN :40583120

13 Jun, 2025 NA

Varanasi - Uttar Pradesh

Tender For supply of disposable surgical rubber gloves (v2) (q2)

CTN :40583164

13 Jun, 2025 NA

Varanasi - Uttar Pradesh

Tender For supply of disposable surgical rubber gloves (v2) (q2)

CTN :40472489

06 Jun, 2025 17.50 Lacs

Agra - Uttar Pradesh

Tender For corrigendum : supply of surgical rubber gloves (v2) (q2)

CTN :40597714

19 Jun, 2025 3.00 Crore

Bhiwandi - Maharashtra

Tender For purchase of general medicine dressing and lab material for bgp dispensary uchc and 19 health center

CTN :40450482

06 Jun, 2025 NA

Tarapur - Maharashtra

Tender For corrigendum : supply of surgical rubber gloves (v2) (q2)

CTN :40569304

12 Jun, 2025 NA

Delhi - Delhi

Tender For supply of disposable surgical rubber gloves (v2) (q2)

CTN :40567867

23 Jun, 2025 NA

Lucknow - Uttar Pradesh

Tender For supply of gum paint bott of 15 ml , cavity liner calcium hydroxide based self cure radiopaque two paste system tube of not less than 10 gms , edta gel for root canal preparation , tube of 5.0 gm , clove oil bottle of 50ml , pulp devitaliser non arsenic, containing paraformaldehyde 46percent, lidocaine base 37percent, phenol 6percent paste, jar of 4.5 gm , triamcinolone acetonide 0.percent for oral use, tube of 5 gm , povidone iodine germicidal gargle 2percent w by v , povidone iodine 7.5percent solution 100 ml , hydrogen peroxide solution with stabilizer ip 20 volume 500 ml bott , chlorhexidine solution containing chlorhexidine gluconate bp 7.5percent v by v, cetrimide bp 15percent w by v 500 ml bott , povidone iodine solution 5percent bottle of 100 ml , syringe disposable, plastic, sterile, 5 ml with needle , syringe dosposable, plastic sterile,10 ml with needle , abrasive mounted diamond fg round 1.8mm , abrasive mounted diamond fg inverted cone 1.8mm , abrasive mounted diamond fg cylindrical 1.2mm , antiseptic oral pain relieving topical gel containing antiseptic and topical anaesthetic in gm or ml , cloth glass polishing bleached cotton white 1xhalf metres , hand piece lubricant spray bott of 500 ml-600ml , plaster dental stone pkt of 1 kg , base, acrylic resin powder pink shade bott of 450 gm and acrylic resin liquid bott of 227.3 ml , base, acrylic resin powder clear shade bott of 450 gm and acrylic resin liquid bott of 227.3 ml , box denture and appliance , paper glass perforated fine 7.6cm wide roll of 25 mtr sand paper , spray anaesthetic surface bott of 100ml , syringe hypodermic cartridge type needle 35 mm long presterlised disposable pkt of 100 , polishing cup rubber, mounted soft for rahp pkt of 12 , material impression alginate pkt in 300 to 500 gms , flowable light-cure composite kit complete of four syringes of 2-4 gm each with etchant and bonding , lining cavity composite cal hyd based photocure - prefilled syringe of 2-5 gm with applicator tips , material temporary filling, no mix single phase bott of 25-30gm , material plastic glass ionomer photo cure for lining and luting powder 10 to 15 gm and liq , medicament root canal formocresol-bott of 10 to 15 ml , points absorbent root canal assorted box of 6 tubes containing assorted sizes , set of six hand niti tapered files 21mm length with corresponding gutta percha points and paper points-complete kit , set of six hand niti tapered files 25mm length with corresponding gutta percha points and paper points-complete kit , set of six rotary niti tapered files 21mm length with corresponding gutta percha points and paper points set complete , set of six rotary niti tapered files 25mm length with corresponding gutta percha points and paper points set complete , k files stainless steel size no 8 length 25 mm set of 6 , k files stainless steel size no.10 length 25 mm set of 6 , k files stainless steel length 25 mm size no 15-40 set of 6 , h file stainless steel size no 15-40 , length 21 mm set of 06 , denture adhesive powder bottle 10 to 15 gm , disposable rvg sensor sleeves pkt of 1000 , articulating paper , calcium hydroxide with iodoform root canal dressing and filling paste in syringe of 2-4 gms

CTN :40563359

05 Jun, 2025 5.77 Crore

Jhanjharpur - Bihar

Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :-- furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concrete approach slab including

CTN :40563360

05 Jun, 2025 8.02 Crore

Kishanganj - Bihar

Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 km, h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinfo

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