Latest hysd bar Tenders | Government hysd bar Tenders

CTN :41230280

12 Aug, 2025 5.00 Lacs

Sagar - Madhya Pradesh

Tender For inviting rates for supplying of repairing and construction material/equipment the financial year 2025-26 - inviting rates for supplying of repairing and construction material/equipment the financial year 2025-26, boulder with spreading 0.75 to 20 c.m., fata with spreading rubble stone, stone- black / redstone masonary, steel bars 6,8,10,12,16mm dia hysd bars (as per isi specification), soft murrom with spreading, hard murrom with spreading, bajra with spreading, course sand as per specification, fine sandshahgad sand, crusher stone dust with spreading, 06 mm metalb.b. metal, 12 mm metalb.b. metal, 20 mm metalb.b. metal, 40 mm metalb.b. metal, 90 mm metalb.b. metal, crm( mix in plant ) for 45 mm max size, crm( mix in plant ) for 53 mm max size, red sand stone (flag stone)fine dressed with rough backing 70 mm thick, red sand stone (flag stone) fine dressed with rough backing 60 mm thick, red sand stone (flag stone)fine dressed with rough backing 50 mm thick, red sand stone (flag stone)fine dressed with rough backing 40 mm thick, red sand stone (flag stone) fine dressed with rough backing 300mm thick, flag stone 150 mm to 200 mm dasa, kota stone, green & black1 to 1 1/4, bricks (gitta)8 x 4 x 4 open bhatta, bricks (local)9 x 4 x 3 open bhatta, lime dust, limedingla, yellow soilpirotha, red soilgeyuri, half round r.c.c. pipe150mm dian.p.-2 with laying complete, half round r.c.c. pipe250 mm dian.p.-2 with laying complete, half round r.c.c. pipe300 mm dian.p.-2 with laying complete, half round r.c.c. pipe450 mm dian.p.-2 with laying complete, providing and placing in position r.c.c. hume pipe200 mm dian.p.-2, providing and placing in position r.c.c. hume pipe300 mm dian.p.-2, providing and placing in position r.c.c. hume pipe450 mm dian.p.-2, providing and placing in position r.c.c. hume pipe600 mm dian.p.-2, providing and placing in position r.c.c. hume pipe1000 mm dian.p.-2, providing and placing in position r.c.c. hume pipe n.p.3 300 mm dian.p.-3, providing and placing in position r.c.c. hume pipe n.p.3 450 mm dian.p.-3, providing and placing in position r.c.c. hume pipe n.p.3 600 mm dian.p.-3, providing and placing in position r.c.c. hume pipe n.p.3 1000 mm dian.p.-3, r.c.c. hume pipe n.p.3 1200 mm dian.p.-3 with laying complete, providing and placing in position r.c.c. hume pipe n.p.4 300 mm dian.p.-4, providing and placing in position r.c.c. hume pipe n.p.4 450 mm dian.p.-4, providing and placing in position r.c.c. hume pipe n.p.4 600 mm dian.p.-4, providing and placing in position r.c.c. hume pipe n.p.4 1000 mm dian.p.-4, r.c.c. hume pipe 1200 mm dian.p.-4 with laying complete, r.c.c. cement pole2.20 m-h2.20 m-h, r.c.c. cement pole2.40 m-h2.40 m-h, barbed wire steel9.38 k.g. per 100r. m., wire mesh (steel)50x50 mm strengthing 4mm with nut bolt baser, angle iron all size mild steel, winding wirewire, welding gaslabour complete with accessories, welding electriclabour complete with accessories, steel i sections all sizei.s.i. mark, steel door & windows with all fittingsangel iron 30x30x5 mm flat iron 25x5 mm sheet 18 gauge, collapsible shutter with all fitting (steel), iron chamber/drain grill (complete with labour and fixing), corrogated g.i. sheet0.63 mm, corrogated g.i. sheet0.80 mm, distemper asianinterior i.s.i., emulson asian companyinterior i.s.i., oil paints asian tractor all colouri.s.i. marka, brushes1 1 i.s.i, brushes22 i.s.i, brushes33 i.s.i, brushes44 i.s.i, brushes55 i.s.i, cement p.p.c. isi markisi mark each bag of 50 kg, cement o.p.c. isi markisi mark each bag of 50 kg, centring shutering with fitting and cartling below plinth level, centring/shutring with fitting & cartingabove plinth level, lime washing labour, distemper washinglabour, emulsion wasinglabour, oil paints paintinglabour, putty double coat with finishinglabour, steel bindinglabour, transportation of malma with loading & unloading0 to 1 km, transportation of malma with loading & unloading1 to 2.5 km, transportation of malma with

CTN :41166609

28 Jul, 2025 16.49 Crore

Kahalgaon - Bihar

Tender For mgsy/25-26/ kahalgaon /02 - construction of h.l. bridge at dobhi ghat on gerua river on khiridanr to makanpur road, block- sanhaula, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., providing and constructing temporary island 16 m diameter for construction of well foundation for 7 m diameter well (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 5526.40 for each island.), providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 330.00 per m for service road., providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification., plain / reinforced cement concrete in well foundation complete as per drawing and technical specification well curb(i) rcc m-35 grade, well steining(iii) rcc m-35 grade, bottom plug(i) pcc grade m-20, top plug(ii) pcc grade m-20, well cap(ii) rcc grade m-30, sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level.(sandy soil(i) depth below bed level upto 3.0 m.), (ii) beyond 3 m upto 10 m depth, (iii) beyond 10 m upto 20 m, (iv) beyond 20 m upto 30 m, sand filling in wells complete as per drawing and technical specifications, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification (upto 5 m ht), r.c.c. grade m-30 in substructure complete as per dwg & tech specification (5 to 10 m ht), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, providing and laying filter media with granular crushed aggregates (jhama metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5, supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m-30 grade including reinforcement complete as per drawing and technical specifications clauses 80

CTN :41166616

28 Jul, 2025 21.62 Crore

Patna - Bihar

Tender For mgsy/25-26/ teghra /03 - excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specificatio

CTN :41166617

28 Jul, 2025 24.46 Crore

Patna - Bihar

Tender For mgsy/25-26/ manjhaul bakhari /01 - excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical sp

CTN :41166618

28 Jul, 2025 23.47 Crore

Patna - Bihar

Tender For mgsy/25-26/ manjhaul bakhari /02 - excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical sp

corporations/Associations/Others

CTN :41054283

07 Aug, 2025 35.51 Lacs

Bankura - West Bengal

Tender For procurement of aph seals and other spares and procurement of aph cold end basket gratings - aph model 31 5 vimt2000 ob hold strip cesh 2 50x114x820 , aph model 31 5 vimt2000 ob seal tab he cw sh 2 50x141x535 , aph model 31 5 vimt2000 sh 2 50x22x31 , aph model 31 5 vimt2000 ob seal tab ce cc sh 2 50x157x535 , aph model 31 5 vimt2000 t bar pl 3 15x20x140 , pin rd 20 30 carbon steel is2062 gra drg no 45201301462 , aph model 31 5 vimt2000 holdstrip he cw sh 2 50x72x1631 , aph model 31 5 vimt2000 seal ce ccwsh 2 50x102x615 , aph model 31 5 vimt2000 end plate sh 2 50x57x60 , axial seal plate to sector plate seal assy arrangement i carbon steel is 2062 gr a for 31 5 vimt 2000 aph , axial plate static seal assembly hot and cold end 31 5 vimt 2000 aph model , static seal assy for cold end sector plates for aph model 31 5 vitm 2000 , aph model 31 5 vimt2000 seal leaf he sh 2 50x141x1380 , aph model 31 5 vimt2000 ib dia seal ce ccw sh 2 50x111x1287 , aph model 31 5 vimt2000 holdstrip he ccwsh 2 50x72x1631 , aph model 31 5 vimt2000 seal he ccwsh 2 50x102x1631 , aph model 31 5 vimt2000 seal tab he and ce sh 2 50x80x100 , aph model 31 5 vimt 2000 seal tab sh 2 50x45x124 , nozzle with pipe assembly deluge pipe for aph 31 5 vimt 2000 model for hot end , aph model 31 5 vimt2000 int holdstrip cesh 2 50x114x1280 , aph model 31 5 vimt2000 holdstrip ce cw sh 2 50x72x615 , aph model 31 5 vimt2000 seal ce cw sh 2 50x102x615 , aph model 31 5 vimt2000 ib dia seal ce cw sh 2 50x111x1287 , aph model 31 5 vimt2000 ib dia seal he cw sh 2 50x98x1287 , aph model 31 5 vimt2000 ib hold strip cesh 2 50x114x1213 , nozzle with pipe assembly deluge pipe for aph 31 5 vimt 2000 model for cold end , bypass seal angel 75x75x6 3220 cut to 75x65x6mat is 2062 gr a for hot and cold end 31 5vimt 2000 aph model , aph model 31 5 vimt2000 ob hold strip hesh 2 50x90x820 , aph model 31 5 vimt2000 ob seal tab ce cw sh 2 50x157x535 , aph model 31 5 vimt2000 ib dia seal sh 2 50x157x535 , aph model 31 5 vimt2000 ib dia seal he ccw sh 2 50x98x1287 , aph model 31 5 vimt2000 ib seal leaf ce ccw sh 2 50x157x1287 , aph model 31 5 vimt2000 ib seal leaf he ccw sh 2 50x141x1287 , aph model 31 5 vimt2000 ib hold strip hesh 2 50x90x560 , cold end grating assy , nozzle with pipe assembly wash pipe for 31 5 vimt 2000 aph model hot end , aph model 31 5 vimt2000 int holdstrip hesh 2 50x90x1280 , aph model 31 5 vimt2000 ob seal tab he ccw sh 2 50x141x535 , aph model 31 5 vimt2000 t bar pl 3 15x20x66 , t140x130 l 1716 from 1300x140 carbon steel is2062 gra drg no 35201301823 , aph model 31 5 vimt2000 diaph seal ce sh 2 50x111x1380 , aph model 31 5 vimt2000 diaph seal he sh 2 50x98x1380 , aph model 31 5 vimt2000 ib seal he cw sh 2 50x141x1287 , aph model 31 5 vimt2000 t bar tab pl 6x64x115 , spring for support bearing side for aph model 31 5 vitm 2000 , aph model 31 5 vimt2000 t bar pl 6x64x152 , aph model 31 5 vimt 2000 barco swivel joint , aph model 31 5 vimt2000 holdstrip ce ccwsh 2 50x72x615 , nozzle with pipe assembly wash pipe for 31 5 vimt 2000 aph model cold end , aph model 31 5 vimt2000 seal he cw sh 2 50x102x1631 , aph model 31 5 vimt2000 bypass seal ce sh 1 6x191x914 , aph model 31 5 vimt2000 bypass seal hld str sh 2 5x104x909 , axial seal plate to sector plate seal assy arrangement ii carbin steel is 2062 gr a for 31 5 vimt 2000 aph , static seal assy for hot end sector plates for aph model 31 5 vitm 2000 , aph model 31 5 vimt2000 seal leaf ce sh 2 50x157x1380 , aph model 31 5 vimt2000 rotor angel , aph model 31 5 vimt2000 ib seal ce cw sh 2 50x157x1287 , bypass seal he sh 1 6x261x914

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