Latest stair repair Tenders | Government stair repair Tenders

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CTN :41093278

04 Aug, 2025 30.59 Lacs

Kolkata - West Bengal

Tender For repairing of damaged road surface by laying interlocking concrete blocks at howrah bridge approach roads in ward no. 22 under borough - iv

CTN :41075806

24 Jul, 2025 NA

Ranga Reddy-T - Telangana

Tender For construction of tennis court with synthetic surface and accessories : : - constr of sub base of 4 inch thick pcc of size 120 ft x 60 ft with layer of 60 to 40 mm stone metal mixed with murum or rolling with 8 to 10 ton roller with bm 35 mm thick and seal coat 15 mm thick , providing 5 layer synthetic acrylic standard system consisting of one coat of acrylic primer followed with two layer of acrylic resurfacer and the final two coats are of acrylic colour , line marking as per itf standards alongwith white taxtured acrylic paint , 3 ft net posts made of ms pipe of 6 inch diameter set in concrete sleeves , standard 42 ft wide net doubles court made of braided polyethylene or polyester , 10 nos phiips led flood light 200 watt mounted on 10 nos pole and diameter of the pole 3 inch square ms pipe of height 13 ft and underground 3 ft and above ground 10 ft , wiring of led flood light on pole with 200 mtr and 2 core electric cable

CTN :41082453

22 Jul, 2025 5.99 Lacs

Mumbai - Maharashtra

Tender For annual repair and maintenance of to cgs at spl, kane nagar, sector-i to iv, antop hill, mumbai-37 during 2025-26. sh:distressed balcony and staircase repairs and finishing works at sector-i.subwork/packages:distressed balcony and staircase repairs and finishing works at sector-i.

CTN :41082911

22 Jul, 2025 10.10 Crore

Patna - Bihar

Tender For mgsy/25-26/teghra/02 - construction of h.l rcc bridge ( 6 x 18.75 m) over river balan in between pwd road to mujahidpur ( maheshpur- gehuni ghat per balan nadi par pul ) under bhagwanpur block in the district of begusarai, 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 ., levelling course for pile cap , providing and laying of pcc m15 levelling course 100mm thick below the pile cap., providing and laying reinforced cement concrete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 , rcc grade m -35 in pile cap, bored cast in situ piles r.c.c m-35 , pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 54.273+16.411+74.929+ 29.651= 175.264, 6mm thick. steel liner as per drawing and technical specification ., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well. assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 3768.00 for each island., pile load test on single vertical pile in accordance with is:2911(part-iv) 1985, a) initial load test @ 2.5 times load on 1 pile, c) lateral load test, 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 = 20.810+28.454+1.762+0.313+1.289+1.139 =53.77, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications, supplying, fitting and 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., furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specificatio,rcc grade m 30, height 5m to 10m, reinforeced cement concrete m30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification, pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, construction of rcc railing of m30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as

CTN :41082917

22 Jul, 2025 3.59 Crore

Patna - Bihar

Tender For state scheme (nabard)/25-26/barsoi/01 - construction of hl rcc bridge from ganjan to vibhor hat road at ch.-1.720km, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) upto 3m depth, providing and constructing temporary island 8 m diameter for construction of pile foundation. assuming depth of water 4.0 m and height of island 4.5 m., dismantling of reinforced concrete pile head complete as per drqwing and technical specification, providing and laying of pcc m15 levelling course 150mm thick below the pile cap. ii. pcc grade m-15 (levelling course), r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification. pile cap in rcc m-35, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 6 mm thick as per detailed drawing., r.c.c. grade m-35 in substructure complete as per dwg & tech specification i) upto 5m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specification ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-40 in substructure complete as per dwg & tech specification ii) from 5m upto 10m height (using concrete mixer), supplying, fitting and placing hysd bar reinforcement (fe 500) 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 pot-ptfe bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, ptfe surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per irc: 83 part-i & ii respectively and other parts conforming to bs: 5400, section 9.1 & 9.2 and clause 2006 of morth specifications complete asper drawing and approved technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ii. rcc m-35, supplying, fitting and placing hysd bar reinforcement (fe 500) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3, provision of an reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with rein forced cement concrete with hysd r

CTN :41082915

22 Jul, 2025 9.97 Crore

Samastipur - Bihar

Tender For (nabard)/25-26/samastipur/01 - construction of hl rcc bridge over shanti river in chakmahesshi panchayat near chakmaheshi dhala, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-30, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing 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., carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specificationi) upto 5m height (using concrete mixer), ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specificationrcc m-35ii) from 5m upto 10m height (using concrete mixer), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates (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 1205.5ii. rcc m-30, 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 800 and 1206.3,

CTN :40863598

23 Jul, 2025 4.42 Lacs

Srinagar - Jammu And Kashmir

Tender For corrigendum : construction of cement concrete surface drain from h.no. 01 mohammad ishaq khanday to h.no. 05 dr. muzaffar kachoo at hamza colony bemina

CTN :40363087

17 Jul, 2025 NA

Leh - Jammu And Kashmir

Tender For bid to ras upgradation of existing volleyball court to synthetic volleyball court - synthetic turf flooring 50mm fifa pro quality with fifa certification , volleyball net , adjustable poles for net with weighted and movable roller at base , antiglare led sports light 500 watt aluminum body color temperature 4000k to 5000k beam angle 30 degree to 6 degree , poles for sports light height 25ft and material ms 5 inch round pipe minimum 3 mtr from court boundaries , galvanized steel mesh height 3 mtr free zone 7mtr from both end line 5 mtr from both side line pole ffor fencing spaced 3mtr apart with 01 entry gate of width 4ft height 6ft , repair of existing concrete surface prior to laying of synthetic turf , referees stand with seat on top and made with material ms and pp , paint for the paly area lining , lbour charges and transportation

CTN :41037856

22 Jul, 2025 7.68 Crore

Jhajha - Bihar

Tender For mgsy/25-26/jhajha/01 - construction of rcc hl bridge on kiyajori se maharaidih, foundation, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-30, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 5526.00 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. 225.00 per m for service road., carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specificationi) upto 5m height (using concrete mixer), ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specificationii) from 5m upto 10m height (using concrete mixer), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates (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 1205.5ii. rcc m-30, 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 con

CTN :41037837

22 Jul, 2025 15.13 Crore

Bhabhua - Bihar

Tender For mgsy/25-26/bhabhua/01 - name of work: construction of proposed hl rcc bridge on durgawati river at swar gadh of rampur block in the dist-kaimur(bhabhua), length- 111.60mfoundationexcavation for structuresearthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-35 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 5526.00 for each island.), carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of loada) initial load test on test pile for 2.5 times the design load specified in drawings1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructurer.c.c. grade m-30 in substructure complete as per dwg & tech specificationrcc m-30 (using batching plant, transit mixer and concrete pump)i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates (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, superstructureproviding and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and p

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