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List of pvc-fill Tenders

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

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1 Construction
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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
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2 Construction
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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
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3 Construction
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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
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4 Construction
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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
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5 Security Services
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Central Government/Public Sector
TRN :35899110 |  24 Nov, 2025
Tender Value : 0
 Dimapur - Nagaland
Tender for gem bids for candle for water filter as per zonal specification aquafilter catridge sleek 250 bowl make aquagurd and eqivalent aqua guard puro fillter complete set as per zonalspecification star delta starter cap 25hp make siemensoblique l and t oblique havells and equivalent star deltastarter capacity 125hp make siemens oblique l and toblique havells and equivalent butterfly valve 150mm diamake -c and s and eqivalent butterfly valve 100mm diamake - kirlosker oblique upadhaya oblique zoloto obliqueleader and eqivalent galand packing 12mm make nyloneand equivalent galand packing 14mm make nylone andequivalent galand packing 10mm as per zonalspecification gland packing 3 oblique 4 inch as per zonalspecification galand packing 8mm as per zonalspecification nut bolt 5 oblique 8 inch x100mm withwasher as per zonal specification nut bolt 5 oblique 8 inchx80mm with washer as per zonal specification nut bolt 1oblique 2 inch x80mm with washer as per zonalspecification nut bolt 1 oblique 2 inch x100mm withwasher as per zonal specification gi tubing medium grade25 mm make jindal oblique tata and equivalent gi tubingmedium grade 40 mm make jindal oblique tata andequivalent gi tubing medium grade 80mm make jindaloblique tata and equivalent gi tubing med grade 50 mmmake jindal oblique tata and equivalent gi tubing medgrade 100 mm make jindal oblique tata and equivalent ginipple 25 mm x 300mm make zoloto oblique jindal andequivalent gi union 25 mm make zoloto oblique jindal andeqivalent gi reduces tee 40x40x25mm make zolotooblique jindal and equivalent gi socket 25 mm makezoloto oblique jindal and equivalent gi elbow 50mm makezoloto oblique jindal and equivalent gi reducer elbow50mm x 25mm make zoloto oblique jindal and equivalent bid number gem2025b6822041 dated 13-11-2025 bid document1 68 1 1 gi union socket 50mm make zoloto oblique jindal andequivalent, gi union socket 40mm make zoloto obliquejindal and equivalent, gi elbow 25mm make zoloto obliquejindal and equivalent, gi socket 25x20mm make zolotooblique jindal and equivalent, gi nipple 25x150mm makezoloto oblique jindal and equivalent, gi reduces tee40x40x20mm make zoloto oblique jindal and equivalent, gireduces tee 50x50x25mm make zoloto oblique jindal andequivalent, gi reduces tee 50x50x20mm make zolotooblique jindal and equivalent, gi nipple 25mm x 100mmmake zoloto oblique jindal and equivalent, gi reduces tee50x50x40mm make zoloto oblique jindal and equivalent, gielbow 40 mm make zoloto oblique jindal and equivalent, gitee reducer 25 x 20 mm make zoloto oblique jindal andequivalent, gi elbow reducer 20 x 25 mm make zolotooblique jindal and equivalent, gi reduces tee 20x20x25mmmake zoloto oblique jindal and equivalent, gi socket 50mmdia make zoloto oblique jindal and equivalent, gi nipple40mm x 100mm make zoloto oblique jindal and equivalent, gi tee equal 40mm as per zonal specification, gi reducerelbow 50 x 50 x 20mm make zoloto oblique jindal andequivalent, gi reduces socket 40mmx20mm make zolotooblique jindal and equivalent, gi nipple 50mm x 150mmmake zoloto oblique jindal and equivalent, gi socket 40mmdia make zoloto oblique jindal and equivalent, gi reducessocket 40mmx25 oblique 30mm make zoloto oblique jindaland equivalent, gi plug 50mm make zoloto oblique jindaland equivalent, gi tee 50x50x50mm make zoloto obliquejindal and equivalent, gi plug 40mm make zoloto obliquejindal and equivalent, gi tank nipple 15mm make zolotooblique jindal and equivalent, gi reduces socket50mmx25mm make zoloto oblique jindal and equivalent, gireduces socket 50mmx20 oblique 40mm make zolotooblique jindal and equivalent, gi reduces tee 40x40x15mmmake zoloto oblique jindal and equivalent, gi reducerelbow 50mm x 40mm make zoloto oblique jindal andequivalent, gi plug 25mm make zoloto oblique jindal andequivalent, gi nipple 40mm x 150mm make zoloto obliquejindal and equivalent, bleaching powder make shaktimanand equivalent, bearing nu 310 roller as per zonalspecification, bearing nu 6408 roller as per zonalspecification, bearing nu 7310 roller make skf oblique nbcand eqivalent, bearing nu 6309 roller make skf obliquenbc and equivalent, crystal alum as per zonalspecification, altoch gp make declibec as per zonalspecification, copper sulphate as per zonal specification, pvc water tank capacity 500 ltr make polycab obliquesintex oblique diplast and equivalent, pvc water tankcapacity 1000 ltr make polycab oblique sintex obliquediplast and equivalent, pvc water tank capacity 300 ltrmake polycab oblique sintex oblique diplast and equivalent, pvc water tank cover lid suitable for 500 ltr capacity, pvc water tank cover lid suitable for 1000 ltr capacity, booster pump 0.5 hp make groundfase oblique kirloskarand eqivalent, grease make pintex and equivalent, supplyonly electro rubber mat having size 3 mtr x 01mtr x 6mm, voltage grade 11 kv conforming to is 15652 oblique 2006having minimum die electric strength of 30 kv, lead pig asper zonal specification, lead wool as per zonalspecification, supply only gi washer suitable for 12mm diagi bolt 3mm thick as per zonal specification, rubbergasket 3mm thick as per zonal specification, nylon rope20mm as per zonal specification, cotton waste as perzonal specification, spunyan as per zonal specification,
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6 Coal And Lignite
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Central Government/Public Sector
TRN :35879516 |  04 Dec, 2025
Tender Value : 0
 Burdwan - West Bengal
Tender for gem bids for pvc heavy duty suction discharge helical water hose, hose clamp size 100mm, coupling hose 75mm, m sealcold filling compound with hardner 3 point 3 kv, lashingchain 1 by 2 inch, gi wire 12swg, gi wire 10swg, twistdrill bit hss 13 by 16in taper
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7 Security Services
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Central Government/Public Sector
TRN :35880744 |  04 Dec, 2025
Tender Value : 4.38 Lacs
 Bhopal - Madhya Pradesh
Tender for gem bids for split, split ac 1.5 ton 5 star, split ac 2 ton 5 star, voltage stablizer for 4 kva, voltage stablizer for5 kva, industrial socket with top 20a, 16 amp plug, metallic mount bracket for ac, refrigerant copperpiping, 25 mm cpvc pipe for drain, distribution board, 63a rating four pole 415 v isolator, 5 a to 32 a rating singlepole and neutral miniature circuit breaker, pvc casingcaping of 25 mm width rectangular, 3cx4 sqmm pvcinsulated copper cable isi marked, uninstallationreinstallation servicing and gas filling of 1.5 ton split ac
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8 Steel And Iron Product
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Central Government/Public Sector
TRN :35883068 |  24 Nov, 2025
Tender Value : 0
 Jagdalpur - Chhattisgarh
Tender for gem bids for procurement, 1600544483 ac male type, 1600544484 ac pvc fills, 1600542247 ac male type, 1600542077 ac female type, 1600542076 ac pvc fills, 1600544366 ac pvc fills
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9 Railway Transport
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Central Government/Public Sector
TRN :35873179 |  25 Nov, 2025
Tender Value : 0
 Ambala - Haryana
Tender for repair to water supply with staging & grill of new goods office, track machine rest house at nba in the section of sse/w/l/pta, repair to water supply pipeline in pwi colony and making connection of new pumphouse & new rcc oh tank to existing pumphouse and rcc oh tank in railway colony in the section of sse/w/dui and repair of corroded and broken existing old pipelines and broken pvc tanks at cjl, lha, grn on dui - jhl section and jps ukn, dnx & making arrangement for submersible pump instead of open well pump at ukn diggi for normal operation of filter plant & amc of ro plant at grn, dnx, rphr & pressure fillter plant at ukn on jhl - hsr section in the section of sse/w/sag under aden/pta
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10 Power Plant
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corporations/Associations/Others
TRN :35866800 |  26 Nov, 2025
Tender Value : 17.21 Lacs
 Kalpakkam - Tamil Nadu
Tender for gem bids for repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 8 providing and fixing factory made pvc door frame ofsize 50 x 47 mm with a wall thickness of 5 mm, made out ofextruded 5 mm rigid pvc fo.., repair, maintenance, andinstallation of plant/ systems/equipments version 2 - asper tender document; sl no 9 5 mm thick solid foam pvcpanel of required size with moulded/ extruded beading ofappropriate design shape and size as per manufacturers.., repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 10 steel work in built up tubular round, square orrectangular hollow tubes etc trusses etc, including cutting, hoisting, fixing in posit.., repair, maintenance, andinstallation of plant/ systems/equipments version 2 - asper tender document; sl no 11 supplying and fixing new2nd class teak wood fillets for door/ window/ ventilatorwherever necessary; as per tender document, repair, maintenance, and installation of plant/ systems/equipmentsversion 2 - as per tender document; sl no 12 removal ofsubmersible pumpset having capacity upto 5 hp and itsaccessories from borewell for attending repairs etccomplete and as dir.., repair, maintenance, and installationof plant/ systems/equipments version 2 - as per tenderdocument; sl no 13 re-erection of submersible pumpsetshaving capacity upto 5 hp and its accessories into theborewel after attending the repairs etc comp.., repair, maintenance, and installation of plant/ systems/equipmentsversion 2 - as per tender document; sl no 14 01 motorrewinding charges copper coil; as per tender document, repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 14 02 replacing worn out bushes; as per tenderdocument, repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 14 03 replacement of motor shaft; as per tenderdocument, repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 14 04 replacement of impeller; as per tenderdocument, repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 14 05 replacement of oil seal; as per tenderdocument, repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 14 06 replacement of pump shaft; as per tenderdocument, repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 15 01 motor rewinding charges copper coil; as pertender document, repair, maintenance, and installation ofplant/ systems/equipments version 2 - as per tenderdocument; sl no 15 02 replacement of bearing and oilseal; as per tender document, repair, maintenance, andinstallation of plant/ systems/equipments version 2 - asper tender document; sl no 16 01 20 mm nominal dia pipes;as per tender document, repair, maintenance, andinstallation of plant/ systems/equipments version 2 - asper tender document; sl no 16 02 25 mm nominal dia pipes;as per tender document, repair, maintenance, andinstallation of plant/ systems/equipments version 2 - asper tender document; sl no 16 03 32 mm nominal dia pipes;as per tender document, repair, maintenance, andinstallation of plant/ systems/equipments version 2 - asper tender document; sl no 16 04 40 mm nominal dia pipes;as per tender document, repair, maintenance, and    //bid details2 / 51 installation of plant/ systems/equipments version 2 - asper tender document; sl no 17 01 100mm dia ci/ di pipesremoving the burst ci/ di pipes from the pipe line andremoval of slushy soil and bailing out water and replac.., repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 17 02 150mm dia ci/ di pipes removing the burst ci/di pipes from the pipe line and removal of slushy soil andbailing out water and replac.., repair, maintenance, andinstallation of plant/ systems/equipments version 2 - asper tender document; sl no 18 01 supply, delivery andjointing of mechanical joint collar, nuts, gasket and fixing inposition as per specification 100mm dia joint; a.., repair, maintenance, and installation of plant/ systems/equipmentsversion 2 - as per tender document; sl no 18 02 supply, delivery and jointing of mechanical joint collar, nuts, gasketand fixing in position as per specification 150mm dia joint;a.., repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 19 01 providing and laying 100 mm dia ductile ironclass k-9 pipes; as per tender document, repair, maintenance, and installation of plant/ systems/equipmentsversion 2 - as per tender document; sl no 19 02 providingand laying 150 mm dia ductile iron class k-9 pipes; as pertender document, repair, maintenance, and installation ofplant/ systems/equipments version 2 - as per tenderdocument; sl no 20 1 replacement of undergrounddamaged utilities 80mm dia gi pipe; as per tenderdocument, repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 21 attending leak in plumbing systems inresidential/public buildings upto 60m height using grab ropefall arrester or any other safe metho.., repair, maintenance, and installation of plant/ systems/equipmentsversion 2 - as per tender document; sl no 22 providingand fixing square-mouth sw gully trap class sp-1 completewith ci grating brick masonry chamber with water tight cicover with.., repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 23 cleaning of chocked sewer line by diesel runningvehicle mounting hydraulic operated high pressure suctioncum jetting sewer cleaning ma.., repair, maintenance, andinstallation of plant/ systems/equipments version 2 - asper tender document; sl no 24 providing and sprayinggeneral pest control treatment to control housefly/cockroaches/ ants/ mosquitos/ rats by sprayingdeltamethrin 2.., repair, maintenance, and installation ofplant/ systems/equipments version 2 - as per tenderdocument; sl no 25 providing and spraying general pestcontrol treatment to control cockroaches/ ants/ mosquitos/rats by spraying cyphenothrin 5% ec; as p.., repair, maintenance, and installation of plant/ systems/equipmentsversion 2 - as per tender document; sl no 26 carrying outfogging operations in and around the buildings in plantsitewith hand operated thermal mini fogger for controllingmosquit.., repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 27 carrying out fogging operations in and around thebuildings in township with hand operated high powerthermal fogger for controlling mos.., repair, maintenance, and installation of plant/ systems/equipments version 2 -as per tender document; sl no 28 removal of bee hives inbhavini plant site/ township as and when required atdifferent heights, using permethrin chemical spray    //bid details3 / 51 treatmen.., repair, maintenance, and installation of plant/systems/equipments version 2 - as per tender document;sl no 29 providing and spreading phorate or any otherapproved treatment to control harmful insects etc, complete; as per tender document
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