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List of pipe-cutting-machine Tenders

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

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1 Security Services
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Central Government/Public Sector
TRN :35950398 |  02 Dec, 2025
Tender Value : 0
 Jammu - Jammu And Kashmir
Tender for gem bids for cordless drill machine heavy duty voltage of 18 volt, drillmachine heavy duty 650w, petrol engine concrete vibratormachine, elect welding machine 220 v, elect iron cutter 14inch, hy duty metal cutter blade of good quality, heavyduty iron hand cutter, hand grinder blade good quality, tile cutter machine heavy duty, riveting gun machineheavy duty hand held, pipe vise heavy duty make, die set, all type tool kit, pipe wrench 12 inch, pipe wrench 18inch, pipe wrench 24 inch, pipe wrench 4 inch, hexablade with frame, brick hammer, water level pipe 0.75inch, iron cutter blade 14 inch, iron drill bits all size, ironcutter blade 4 inch, tile cutter blade 4 inch, hand glovesfor work good quality, welding rod good quality, nylonrope 12 mm, good quality, plastic tirpal, protectionhelmet, jute rassi, column frame with nut bolt, shuttering plate 1200 sqft with all accy, nails 2 inch, nails3 inch, packing timber, dah mark iii, leather gloves, picks 3 kg with handle, phawda with handle, cutting plier, crow bar, shovel, nylone rope 20 mm, nylone rope 10mm, hdpe sand bag, wire cutter, drill bit set, drillconcrete bit 2 to 10 mm, drill star bit, drill magnetic bit, adapter 8 mm, allen key set, chain saw 16 inch, hydraulic concrete mixer machine, heavy duty rockbreaker machine, steel gurmala, wooden gurmala, aluminium patti, fish line best quality, water level pipe, sprit level, nylon rope 40 mm, rammer with handle, chiesal, mason trowel, hammer 250 gm, hammer 1 kg, hammer 2 kg, ball pin hammer, steel bucket, sandscreen, welding hand screen, plumb bob, aluminiumfoldable ladder, cgi sheet cutter scissors, centre punches, measuring tape 30 mtr, measuring tape 15 mtr, measuring tape 05 mtr, hexa blade, adjustable 300 mm, adjustable 600 mm, spanner set 6 to 23, spanner 21 to 23, spanner 19 to 21, screw driver set, die set 32 mm, juterope, earth compactor motor operator, sprit levelmagnetic, stud, binding wire, swg wire, hand sieve ofsize 20mm to 60 mm, measuring tube 100 ml to 1000 ml, digital electronic weighing machine, hanging weighingmachine upto 500 kg, digital vernier caliper meter, ringwire gauage
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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 :35939700 |  25 Nov, 2025
Tender Value : 24.15 Lacs
 Baran - 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 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 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 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 excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per morth specification clause 301.3 interlocking concrete block pavement with m-30 grade 0.30 mtr x 0.30 mtr x 0.15 mtr edge blocks (measurements shall be made inner to inner side of edge blocks) providing and laying of interlocking m-30 grade concrete block pavements having thickness 100 mm as per drawings and as per is 15658:2006.and all materials shall conform to morth specification clause 602. with m-30 grade 0.30 mtr x 0.30 mtr x 0.15 mtr edge blocks. category 'b' : dentated only two side like i,z,t shape as per irc:sp:63-2004 chhabra chhipabarod to chawalkhedi km. 1/100
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5 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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6 Municipal Corporation
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corporations/Associations/Others
TRN :35941730 |  27 Nov, 2025
Tender Value : 23.49 Lacs
 Jhunjhunu(N) - Rajasthan
Tender for construction of cc drain and road at luhar basti sitsar ward no 12 - dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer cement concrete grade m-15 and above and pcc blocks dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level. in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m "carriage of materials by mechanical transport including loading, unloading and stacking : earth for 5.0 km" providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size). providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick neat cement punning centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete. providing, laying and spreading of granular sub-base by providing coarse graded material (table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - iii material "construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km)" "providing and laying lean cement concrete 1:4:8 in 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 concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion." providing and laying un-reinforced, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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7 Municipal Corporation
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corporations/Associations/Others
TRN :35943031 |  27 Nov, 2025
Tender Value : 32.03 Lacs
 Jhunjhunu(N) - Rajasthan
Tender for construction of bt road and drain from mandawa road to rakesh pti plot via govt school, ward no 12 -dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer cement concrete grade m-15 and above and pcc blocks dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by engineer. bituminous courses "carriage of materials by mechanical transport including loading, unloading and stacking : earth for 2.0 km" dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. providing, laying and spreading of granular sub-base by providing coarse graded material (table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - ii material "providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (wmm) base course comprising of graded stone aggregate and granular material conforming to mort&h specifications (table 400-ii) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per mort&h specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion." providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per is : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. "providing and applying tack coat on the prepared surface with bitumen emulsion as per is: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion." providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with f.e. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. with bitumen vg-grade 30 providing and applying liquid seal coat type "a" comprising of a layer of bituminous binder @ 9.8 kg/ 10 sqm (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) followed by a cover of stone chipping @ 0.09 cum/10 sqm of specified grading and rolling with power roller 8-10 tonne complete as per clause 513 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. with bitumen vg-grade 30 providing and laying marking of center line and stop line etc with hot thermoplastic compound 2.5 mm thick on road/ plain surface, including reflectorising glass beads @ 250 gms per sqm area with special applicator machine, as per irc:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. the finished surface to be level, uniform and free from streaks and holes as per clause 803 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level. in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m "carriage of materials by mechanical transport including loading, unloading and stacking : earth for 5.0 km" providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size). providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick neat cement punning centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete. steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
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8 Security Services
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State Government
TRN :35934180 |  05 Dec, 2025
Tender Value : 0
 Udhampur - Jammu And Kashmir
Tender for gem bids for grass cutting machine , hedge trimmer , wood cutter , gamala small size , natural planted tree , water pipe for gardening , water shower for gardening , dharat for cutting branches big size , ari single hand use for cutting branches size 2 feet , sauran electric chain saw with 4-inch angle grinder length 16 inch , extra power heavy duty chain saw 22 inch , bamboo 8 feet , teen sheet fig 11 , wooden frame for target 4x4 , rope nylon 16mm , tripal plastic 20 feet x 30 feet , binding wire
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9 Machine And Tools
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Central Government/Public Sector
TRN :35908794 |  09 Dec, 2025
Tender Value : 1.50 Lacs
 Visakhapatnam - Andhra Pradesh
Tender for gem bids for flexible coolant pipe half inch 125mmx450mmlength safety goggles venus e102 chc blue knurling tool diamondpatterns14 tpi double roller coarse pitch 175mm knurling tool diamond patterns 21 tpi hacksaw blade hc300mm18tpi hacksaw frame 300mm bent snip 12 inch flat double cut bastard file 12 inch file wooden handle 4inch file wooden handle 6 inch ball pen hammer wood325mm soft hammer wooden 325mm soft hammerbrass 500gm drill drift 150mm presion tryscre 4 inch centre guage three angle in ingle pic 6090120 degree ballpin hamm500g large internal grinding wheel straightod 16mm x l 20mm x id 06mm wa60k8v internalgrinding wheel straignt od 22mm x l 25mm x id 08mmwa60k8v internal grinding wheel straight od 32mm x l32mm x id 10mm wa60k8v grindingwheel straight 200 x20 x 3175 cgc60 k5 vg grinding wheel straight 200 x 20x 3175 aa46 k5v8 allen socket head screws m6 x 50mm allen socket head screws m6 x 125mm allen socket headscrews m6 x 25mm allen socket head screws m5 x 50mm allen socket head screws m5 x 25mm allen socket headscrews m5 x 125mm csk head allen cap machine screwsm5 x 125mm cheese slotted head machine scwres m5 x125mm al snap head revert dia30 x 125mm slot drillhss dia8mm slot drill hss dia10mm end mill cutter hssdia18mm end mill cutter hss dia10mm end mill cutter hssdia12mm end mill cutter hss dia8mm end mill cutter hssdia6mm carbite end mill cutter hss dia5mm carbite ballnose end mill dia5mm carbite center drill bit hss a25x63 center drill bit hss a315x8 counter sink tool straightshank dia12 x 90 counter sink tool straight shank dia12 x120 hss hand remer dia4h7 hss hand remer dia18h7 hss hand remer dia20h7 hss straight taper shank twist drillfor reamer 4 dia39 hss straight taper shank twist drill for bid number gem2025b6900179 dated 17-11-2025 bid document1 65 1 1 reamer 5 dia4.9, hss straight taper shank twist drill forreamer 6 dia5.9, hss straight taper shank twist drill forreamer 8 dia7.85, hss straight taper shank twist drill forreamer 10 dia9.85, hss straight taper shank twist drill forreamer 12 dia11.8, hss straight taper shank twist drill forreamer 18 dia17.75, hss straight taper shank twist drill forreamer 20 dia19.7, tap set metric 60 hss m5 x0.8, tap setmetric 60 hss m6 x1, tap set metric 60 hss m8 x1.25, tapset metric 60hss m10 x1.5, tap set metric 60 hss m12x1.75, hss straight taper shank twist drill for metric tap m5dia4.2, hss straight taper shank twist drill for metric tap m5dia4.4, hss straight taper shank twist drill for metric tap m6dia5.0, hss straight taper shank twist drill for metric tap m6dia5.2, hss straigh taper shank twist drill for metric tap m8dia6.8, hss straight taper shank twist drill for metric tap m8dia7.0, hss straight taper shank twist drill for metric tapm10 dia8.5, hss straight taper shank twist drill for metrictap m10 dia8.8, hss straight taper shank twist drill formetric tap m12 dia10.25, hss straight taper shank twistdrill for metric tap m12 dia10.5, die metric 60 circular splitdie button m5 x0.8, die metric 60 circular split die buttonm6 x1, die metric 60 circular split die button m8 x1.25, diemetric 60 circular split die button m10 x1.5, die metric 60circular split die button m12 x1.75, die stock metric60circular split die handle m5 x0.8, die stock metric 60circular split die handle m6 x1, die stock metric 60 circularsplit die handle m8 x1.25, die stock metric 60 circular splitdie handle m10 x1.5, die stock metric 60circular split diehandle m12 x1.75, valve laping paste iliconcarbide, horning oil stone hbs 150 x 20 x 10 wa 120 v, stonedressr 150 x 25 x 25 sc 24 v, single point diamond dresserwith stan dia12.5 x 100 mm, facemil cutter insert tpkt 1804pdtr-m tt8020, end mil cut insert apkt 09t3 per-emtt9080, vertical boring insert milling wbgt060102, vertical boring insert milling tbgt060102, vertical boringinsert milling tpgt090204, od turnig insert turning cnmg120408 gm ap4135, od turnig insert turning dnmg 150612ap4135, od turnig insert turning vbmt 160408 ap0415, odturniginsert turning tpkn 2204 pdr ap m30, holdersimpclnr 2020 k12 telex holde, cutting playersflexible coolant pipe 1/2 inch 12.5mmx450mmlength, safety goggles venus e-102 -chc blue, knurling tooldiamond patterns14 tpi double roller coarse pitch 1.75mm, knurling tool diamond patterns 21 tpi, hacksaw blade hc300mm, 18tpi, hacksaw frame 300mm, bent snip 12 inch, flat double cut bastard file 12 inch, file wooden handle 4inch, file wooden handle 6 inch, ball pen hammer wood325mm, soft hammer wooden 325mm, soft hammer brass500gm, drill drift 150mm, presion tryscre 4 inch, centreguage three angle in ingle pic 60, 90, 120 degree, ballpinhamm500g large, internal grinding wheel straight od 16mmx l 20mm x id 06mm wa60k8v, internal grinding wheelstraignt od 22mm x l 25mm x id 08mm wa60k8v, internalgrinding wheel straight od 32mm x l 32mm x id 10mmwa60k8v, grindingwheel straight 200 x 20 x 31.75 cgc60k5 vg, grinding wheel straight 200 x 20 x 31.75 aa46k5v8, allen socket head screws m6 x 50mm, allen sockethead screws m6 x 12.5mm, allen socket head screws m6 x25mm, allen socket head screws m5 x 50mm, allen sockethead screws m5 x 25mm, allen socket head screws m5 x12.5mm, csk head allen cap machine screws m5 x 12.5mm, cheese slotted head machine scwres m5 x 12.5mm, al snaphead revert 3.0 x 12.5mm, slot drill hss 8mm, slot drill hss10mm, end mill cutter hss 18mm, end mill cutter hss 10mm,     //bid details2 / 65
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10 Security Services
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Central Government/Public Sector
TRN :35909412 |  01 Dec, 2025
Tender Value : 20.00 Lacs
 New Delhi - Delhi
Tender for gem bids for vegetable cutting iron knifes, tea cup white, stage 16 x16 ft and stair carpeting, both side and lecture stand, lancer flag, carpet for flag area 15 x 18 ft, mattress 3x6foam 4, veg basket, t rod, t flags, umbrella normal, umbrella vip combat colour, washing machine 15 kgs formt pl, induction chulha for tea room, induction fry penwith lid for tea room, china bone cup and saucer white, duri 12 x 18 ft, brass chain, brass pot, digital wall clock, grass mat green, signature blankettwo ply single, signature blanket two ply double, carpet vip 12x18, lamba flag, lamba flag pole, door and window curtain 8feet, remote callbell, towel white large, steel dallu fordal and veg, gas lighter large commercial, meat cuttingapron plastic, cook apron, ro filter for pi dinnig hall, element for rice boiler pi dinning hall, element for milkboiler pi dinning hall, stablizer 5 kva, salt pot, greasegun 3 kgs, tool box taparia, hydrolic pressure jack 2 feet5 inch ft length, air pressure pipe with nozzle, battery fore loader  /bid number: gem/2025/b/6888267* /dated: 17-11-2025  & & / bid document1 / 30
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