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List of plastic-film Tenders

List of latest plastic-film Tenders in Indian Tenders. Click on any plastic-film Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for plastic-film Tenders.

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Central Government/Public Sector

TRN :35949492 | 02 Dec, 2025

Tender Value : 0

Amreli - Gujarat

Tender for gem bids for procurement, rope polypropylene 12mm isi mark, rope polypropylene10mm isi mark, linseed oil boiled, polythene bag 14 x 18 x75 micron, petroleum jelly, oil and grease remover, lintfree cloth, polythene bag 14 x 16 x 75 micron, polythenebag 14 x 20 x 75 micron, rope polypropylene 16mm isimark, rope polypropylene 08mm isi mark, ropepolypropylene 06mm isi mark, rope polypropylene 04mmisi mark, rope polypropylene 20mm isi mark, super mopwith handle, automatic air freshener, fender coir turk head, sand paper, turpentine oil solvent, twine sewing mediumflax, twine sewing fine, tape roll seal teflon thread of 12mtr length 0 1mm x 1 25cm, silicon cartridge water proof, tape transparent w proof self adhesive cellulose film 38mmwd, wiper soft rubber, wind socks, thinner, call boatswains, heat resistance gloves for galley, dust pan, clothhassain medium 102cm wide rat proffed, 2 core cable 6a, tray paint roller, tapes measuring 15 mtrs, chain ni silverfor call boatswain, lip seal for fire hydrant

Central Government/Public Sector

TRN :35950365 | 02 Dec, 2025

Tender Value : 0

Jagatsinghpur - Orissa

Tender for gem bids for lime slaked, blue laundry, refill for automatic airfreshner 250 ml, distilled water, battery aa 1.5v, safetygloves cloth, biodegradable polythene film length 112width 18 thick 0.007, jerry can 20 ltrs, cans plastic 10 ltrs, bag gunny, pencil cell 1.5 v, brown paper sheetlaminated, pvc flexible water hose 1, torch cell 1.5 vmedium size, teflon tape, tape insulation 25 mm steelgrip, wonder tape 2 inch, tape transparent 2 inch, tapetransparent 1 inch, green nursery cloth 16 x64 inch, facemask, twine sewing fine, rubber latex long gloves

Central Government/Public Sector

TRN :35954349 | 01 Dec, 2025

Tender Value : 99.8 Thousand

Darjeeling - West Bengal

Tender for gem bids for dcfa 30 spray universal micromotor and hand piece forclense and lubricnt with spry head 500ml, dcfa 30 needleatraumatic 6 mm 38 circle spatulated micro point100 nylonmonofilament pkt of 12dot, dcfa 30 bandage abdominalbinder with perineal support large, dcfa 30 ostomysynthetic skin barrier and microporus tape with centre pointblock flange and drainable pouch, dcfa 30 ostomy paste57 gms for use as skin barrier in fistula and ostomy cases, dcfa 30 ostomy powder 28 gm, dcfa 30 ostomy wounddrainage collector for wounds up to 10 cm with odourbarrier film excess, dcfa 30 ostomy wound drainagecollector for wound up to 7dot6 cm with odour barrier filmexcess, dcfa 30 ostomy colostomy bags with microporousadhesive tape stominal one piece system, dcfa 30 ostomyileostomy bag with skin barrier stominal one piece system, dcfa 30 suspensory scrotal, dcfa 30 polyamidemonofilament size 20 7080 cm 38 circle reverse cutting4045 mm, dcfa 30 polyamide monofilament size 30 7080cm 38 circle reverse cutting 2530 mm, dcfa 30polydioxanone size 1 150 cms loop 12 circle rb needle 5055mm, dcfa 30 polyglicaprone size 40 7075 cm 38 circlereverse cutting 1520 mm, dcfa 30 polypropylene bluemonofilament 7075 cm size 30 38 circle rb 1325 mm, dcfa 30 polypropylene blue monofilament 7075 cm size 3038 circle reverse cutting 12 mm, dcfa 30 polypropyleneblue monofilament 7075 cm size 40 12 circle rb 25 mmdouble needle, dcfa 30 polypropylene blue monofilament7075 cm size 1 38 circle reverse cutting12 mm, dcfa 30polypropylene blue monofilament 7075 cm size 10 38 circlereverse cutting 12 mm, dcfa 30 polypropylene bluemonofilament 7075 cm size 40 12 circle rb 13 mm doubleneedle, dcfa 30 polypropylene blue monofilament 7075cm size 40 38 circle rb 1325 mm double needle, dcfa 30polypropylene blue monofilament 7075 cm size 20 38 circlereverse cutting 12 mm, dcfa 30 polypropylene meshmesh prosthesis for herniamediumpolypropylene mesh size30 cm 30 cm, dcfa 30 personal protective equipment ppemedium size, dcfa 30 ostomy synthetic skin barrier andmicroporus tape with centre point block flange and, dcfa30 triple sugar iron agar, dcfa 30 ankle wrap xl

Central Government/Public Sector

TRN :35956380 | 12 Dec, 2025

Tender Value : 40.64 Lacs

Gorakhpur - Uttar Pradesh

Tender for spl rep to roof treatment in certain bldg, prove of parking shed at bldg no. p 41 p 42 and p 108, collapsible gate, anti suicide fan rod, sun control film at cpss and upgradation of flooring at mes office at 4 afsb under ge af gorakhpur.

State Government

TRN :35937344 | 25 Nov, 2025

Tender Value : 15.80 Lacs

Kota - Rajasthan

Tender for providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 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 50 m as per morth specification clause 305.3 supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m long providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 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 morth specification clause 801 800 mm x 600 mm rectangular painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 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. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 chhabra jharkheri mandkho km. 3/400

State Government

TRN :35937368 | 25 Nov, 2025

Tender Value : 64.70 Lacs

Kota - Rajasthan

Tender for excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 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. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 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 morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and morth specifications clauses 1700 and 2702.2 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and fillling joint sealing compound as per drawings and morth specifications with coarse sand and 6 per cent bitumen by weight clause 2604 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 morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per morth specification clause 202. rubble stone masonry in cement mortar supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m. long. construction of embankment with material obtained from borrow pits 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 50 m as per morth specification clause 305 granular sub-base with close graded material (table:- 400-1) plant mix method providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material dry lean cement concrete construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 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 morth specification clause 801 600 mm x 450 mm rectangular chhabra gugor road to kadia-kotdi till daulatpur near kadia village

State Government

TRN :35937430 | 25 Nov, 2025

Tender Value : 1.14 Crore

Kota - Rajasthan

Tender for excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 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. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 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 morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and morth specifications clauses 1700 and 2702.2 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and fillling joint sealing compound as per drawings and morth specifications with coarse sand and 6 per cent bitumen by weight clause 2604 drainage spouts complete as per drawing and morth specifications clause 2705 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 morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per morth specification clause 202. rubble stone masonry in cement mortar construction of embankment with material obtained from borrow pits 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 50 m as per morth specification clause 305.3 providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m long providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 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 morth specification clause 801 800 mm x 600 mm rectangular painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 bapacha to dhingrari via phaliya via kadiyahat km. 6/550, 9/750

State Government

TRN :35940923 | 25 Nov, 2025

Tender Value : 25.90 Lacs

Kota - Rajasthan

Tender for providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 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 50 m as per morth specification clause 305.3 supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m long providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 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 morth specification clause 801 800 mm x 600 mm rectangular painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 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. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 1000 mm dia bheelwada neecha to bhilwara uncha km. 0/500, 0/700, 1/200

Central Government/Public Sector

TRN :35933862 | 28 Nov, 2025

Tender Value : 20.45 Lacs

Gwalior - Madhya Pradesh

Tender for gem bids for dglp, 1 fr 28g picc polyurethane disposable catheter 3 waystopcock with extension line 200cm 3 way stopcock withextension line 100cm 3m tm avagard tm waterlesssurgical hand antiseptic 500 ml adhesive plastermicroporous tape half inch alcohol swab aluminium foilsroll of 9 meter face masks size 0 and 00 ambu bagsilicon neonate with reservior bag ambubag siliconpediatric with reservior bag inj amikacin sulphate 250mgper 2ml bedsheet disposable blade surgical size 22 caffeine citrate injection 20 mg per ml 3ml vial caffeinecitrate injection 20 mg per ml 1ml vial caffeine 20 mg perml 1ml syp caffeine citrate syp 20 mg per ml 2ml bottle caffeine citrate syp 20 mg per ml 3ml bottle calciumcarbonate 150 mg and vit d3 125 mg bottle of 150 ml syp calcium phosphate point 24 mg per 5 ml syp cannula ivwith injection port and wings size 24g cannula iv withinjection port and wings size 26g cleaning solutionchloroxylenol bott of 500 ml cling drape film roll steriletransparent cord clamp cpap nasal prongs hudsondesign size 1 cpap nasal prongs hudson design size 2 cushioned face mask size 0 dexamethasone phosphate4mg per ml 2ml inj dextrose 10 percent bottle of 500ml diaper neonatal size nb diaper specially made forpremature baby upto 1000 gm diaper specially made forpremature baby from 1000 to 1500 gm digitalthermometer disposable circuit with adjustable peepvalve for neonatal t piece resuscitator disposable nasalcpap seal cannulaide size 0 disposable nasal cpap sealcannulaide size 1 disposable nasal cpap seal cannulaidesize 2 disposable neonatal drape disposable neonataleyeshield for phototherapy disposable neonatal sheet 24x 34 disposable shoe cover disposable sterile handtowel pack of 10 disposable sterile absorbent hand towel bid number gem2025b6875143 dated 14-11-2025 bid document1 85 1 1 pack of 50, disposable surgical rubber gloves powder freesize 7, disposable surgical rubber gloves powder free size6 point 5, ear buds pkt of 10, endotracheal tube plain4mm, endotracheal tube plain 2 point 5 mm, endotrachealtube plain 2 mm, endotracheal tube plain 3 mm, endotracheal tube plain 3 point 5 mm, evacuator mucusdisposable, feeding tube 5 fr disposable, feeding tube 6fr disposable, feeding tube size 10, feeding tube 8 frdisposable, foleys ballon catheter silicon size 6 fr, frusemide 20mg per 5ml bottle of 30ml syrup, gentamycinsulphate inj im per iv 40mg per ml 2ml inj, glyceringlycerol in bottle of 1kg, glycerin suppositories child size2g mould, heparin 5000 iu per ml inj, hepatitis b humanimmunoglobulin hbig, human milk fortifier 2g sachet, high pressure 3way stop cock connector, iv electral p perisolyte p 500ml, iv transparent film dressing with border 7x 8 point 5 cm, iv transparent film dressing with border 5x 5 point 7 cm, insulin syringe 100 iu per ml, lignocainetopical spray 10 percent, midazolam nasal spray point5mg per spray 5ml bottle, midazolam 1mg per ml inj vial of5ml, minispike, nasal cannula for hhfnc size infant, nasalcannula for hhfnc size micro preemie, nasal cannula forhhfnc size newborn, nasal cannula for hhfnc size preemie, nasal cannula for bubble cpap size 2, nasal cannula forbubble cpap size 0, nasal cannula for bubble cpap size 1, nasal cannula for 02 therapy small s for preterm babies 50pcs per pkg, neotech ram cannula size 1, neotech ramcannula size 2, neotech ram cannula size 3, naturalsurfactant 25 to 80 mg per ml inj, neonatal splint for ivcannula, neonate iv cannula dressing silicon adhesivesize 5 x 6 cm, octopus double lumen way connector withbionector, neo seal, phenobarbitone syp 20mg per 5mlbottle of 60ml, phenobarbitone sod 200mg 1ml inj, phytomenadione vit k 1mg per point 5ml inj, porcinesurfactant 250mg per 3ml inj, prednisolone syp 5mg per5ml in bottle of 30ml, prostaglandin el 500mcg inj vial of1ml, saline nasal drops nasomist, sodium chloride point65 percent w per v nasal drops of 15ml, sterile water foramp of 10ml, suction catheter 6 fr, suction catheter 8 fr, suction catheter 10 fr, suction catheter 12 fr, suctioncatheter 14 fr, surgical blade s 15, tube endotrachealnasal size 2 point 5 without cuff, tube endotracheal nasalsize 3 without cuff, tube endotracheal nasal size 3 point 5without cuff, tube endotracheal nasal size 4 without cuff, tube endotracheal nasal per oral size 2 without cuff, umbilical catheter 3 fr, umbilical catheter 4 fr, umbilicalcatheter 5 fr, umbilical tape, urine bag disposablepediatric, ventilator circuit collapsable paediatric, vit d3400 to 800 iu per ml drop, intubation stylet small, disposable bp cuff 5cm, central line triple lumen withnetilon guidewire 4 point 5 fr 6cm, central line doublelumen 4 fr 6cm, ram cannula with oxygen tubingadapter size preemie, ram cannula with oxygen tubingadapter size new micro, ram cannula with oxygen tubingadapter size newborn, anesthetic inflatable soft cushiondisposable facemasks size 0, anesthetic inflatable softcushion disposable facemasks size 1, anesthetic inflatablesoft cushion disposable facemasks size 2, sodium chloridesolution of point 9 percent bottle of 100ml, blood glucosestrips onetouch select plus, bubble cpap circuit withheated wire for inflow, bd vacuum tube needle withholder, sheer plastic spot bandage, butterfly needle //bid details2 / 85

State Government

TRN :35922087 | 11 Dec, 2025

Tender Value : 0

Kolkata - West Bengal

Tender for gem bids for instructors table, computer table, chair for lab incharge, chair for lab instructor, steel almirah, mild steel powdercoated chair with 3 seater, chair, wooden table, doorcloser, white board, class room benches 3 seater, wooden platform, duster holder, notice board, windowsblinds, sun films for windows, water purifier cum cooler, installation and demonstration

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