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Tender For supply of cmt crt flooring 40 mm thick , providing and fixing in position tmt fe 500 bar reinforcmt , providing second class burnt brick masonry , providing internal cmt plaster 12mm thick in single coat , providing internal cmt plaster 20mm thick in single coats in cmt mortar , providing sand faced plaster externally in cmt mortar , providing and applying water proofing treatment , providing and fixing on walls ceiling floor 15 mm dia , providing and fixing on walls ceiling floor 25 mm dia. , providing and fixing on walls ceiling floor 40 mm dia. , providing and fixing p.v.c. rainwaterpipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm , providing and fixing p.v.c. rainwaterpipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm , providing and fixing 100 mm dia stabiliser pipe p.v.c. soil ventwaste pipe , providing and constructing brick masonry inspection chamber , providing and fixing mild steel grill wrk for windows, ventilators , providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm , supply and fixing of rock stone finished full body , providing and laying vitrified stone effect finish tiles having size 590 to 605 mm x 590 to 605 mm of 8 to 10 mm thickness , providing and laying antiskid ceramic tiles of approved quality of size 30 cm x 30 cm , providing and laying ceramic tiles of having size 30 cm. x 30 cm. , providing and laying telephone black amba white cadburybrown ruby red ocean brown granite stone of 18 to 20 mm thick , providing and constructing granite kitchen platform with fixing of stainless steel sink 600 mm x 450 mm , providing and fixing tbl top white wash basin of size 120x635x405mm rubber plugs and brass chain , providing and fixing white european type wallhung pan , providing c.p. handshower health faucet 1 m pvc tube with wall hock jaquar make , providing c.p. toilet paper holder jaquar make continental , providing c.p. soap dish hooker jaquar make continental , providing and fixing divertor with overhead shower , providing and fixing chromium plated towel rod 16 mm dia and 75 cm. in length including all accessories , providing and fixing 3.5 to 4 mm thick veneer finish wall panaling made out of 50 x 25 mm , providing and fixing rollar blinds ami make or approved make and shade , providing and fixing false ceiling with ecofriendly lightweight calcium silicate tiles , scrapping the old plastered internal surface with sand paper and coating. , providing and applying two coats of wall care putty on plastered surface , providing and applying plastic emulsion paint of approved quality, colour and shade , providing and applying two coats of exterior weather shield paint , providing and fabricating structural steel wrk in rolled sections like joists, channels, angles, tees , providing and fixing colour coated zinkalume r az150 , providing and applying two coats of flat oil paint , providing and fixing in position aluminum sliding vindov of 3 tr , providing and fixing solid core flush door shutter , providing and fixing single or double leaf panelled door shutter , providing and fixing in position powder coated aluminium louvered windows , providing and fixing overall 26height and 22depth,supported on aluminum pips ,troly basket made out of 5 mm ss rod ss kichen troly , providing and fixing of main tbl at 3600lx1400dx750ht made up of 18plus18mm thick mdf top with pvc membrane , providing and fixing single lair or birth of size 2025lx1000dx650h with cushn and bolster. , providing and fixing lair or birth side tbl of size 400lx 400dx 415h the lair or birth side unit is made up of 18mm thick prelam particle board with both side decorative lamina , providing and fixing dressing tbl of bid details/ 2 / 52 size 400lx 400dx 1800h. , providing and fixing wardrobe with mirror of size 900lx 600dx 1965h the wardrobe side panels and doors are made up of 18mm thick prelam particle board with both side decorative laminate. , providing and fixing cauche
Tender For urgent maintenance of different govt. building within the jurisdiction of capital complex sub-division no.i, pwd (building), kunjaban extension, agartala _sh water proofing treatment, applying of sealant, rainwaterpipe etc. (group-i).
Tender For 2215 water supply & sanitation (107) gandhinagar sewage scheme (1) providing and laying 150 mm dia. m.s. pipe line for rainwater disposal using horizontal drilling bore hole dia. of 300 mm and providing m.s. casing dia. 250 mm & jointing new pipe line to existing rainwaterpipe network on gandhinagar - koba - aerodrome road (at apollo bridge junction) (2) providing and laying 150 mm dia. m.s. pipe line for rainwater disposal using horizontal drilling bore hole dia. of 300 mm and providing m.s. casing dia. 250 mm & jointing new pipe line to existing rainwaterpipe network on gandhinagar - koba - aerodrome road (at raksha shakti bridge junction
Tender For corrigendum : repair/replacement of aluminium door, window partition, plumbing sanitary fittings, rainwaterpipe, pvc water tanks, rolling shutter, sunshade etc in building at technical and residential area at irde under ge (i) rnd dehradun
Tender For special repair for replacement of valley gutter alongwith joining of valley gutter with rainwaterpipes and connected to underground drains in various hangers no 301, 302, 303, 304, 305, 306, 307, 308, 309, 310 and 312 inside cod kanpur and provisio
Tender For bid to ras corrigendum : supply of ms pipe 100 mm dia , 80 nb erw pipe , 65 mm erw pipe heavy be is 1239 , 40 mm erw pipe heavy be is 1239 , gi pipe 40 nb medium is 1239 erw , gi pipe 50 nb erw pipe 1239 part i , gi pipe 65 nb medium erw is 1239 part i , 90 ms bend 250mm dia , 90 ms bend 200 nb , 90 ms bend 150mm dia , 90 ms bend 100mm dia , 90 ms bend 80mm dia , 90 ms bend 65 nb , gi 90 deg bend 80 nb , 65nb 90degree bend , bend 50 nb , bend 40 nb , bend 25 nb , bend 20 nb 90 degree plain end , bend 15 nb , tee fitting 80 nb plain end , tee fitting 65 nb , tee fitting 50 nb , tee fitting 40 nb , tee fitting 25 nb , tee fitting 20 nb , tee fitting 15 nb , socket 80 nb , socket 65 nb , socket 50 nb , socket 40 nb , pipe union 65 nb , pipe union 50 nb , pipe union 40 nb , hand rail , toe guard , isa 75 x 75 x6 , isa 50x50x6 , isa 80x80x6 mm , isa 90x90x6 mm , isa 130x130x10 mm , isa 100x100x10 mm , ismc 100x 50 mm , ismc 150 , ismc 200 x76 mm , ismb 250x125 , ismb 300 x 140 mm , ismb 125 , ismb 200x100 mm , m s plate 5 mm thick , ms plate 8 mm , plate m s 16 mm , ms plate 2mm 2 5mtr length 1 25mtr width , duct bracing pipe od 48 3 x thk 3 2 mm , duct bracing pipe od 88 9 x thk 5 49 mm , duct bracing pipe od 113 9 x thk 3 6 mm , duct bracing pipe od 114 3 xthk 6 02 mm , duct bracing pipe od 127 x thk 8 mm , duct bracing pipe od 140 8 x thk 4 8 mm , duct bracing pipe od 168 5 xthk 7 11 mm , duct bracing pipe od 219 4 x thk 4 mm , ms flat 50mmx12mm thick , ms flat 60mmx12mm thick , chequred plate 6 mm bid number/ & ( * ) : gem/2025/b/6008350 dated/ + : 12-03-2025 bid document/ 3 3 1 / 41
Tender For state scheme (nabard) /25-26/tikari /01 - 1) name of work: construction of high level rcc bridge over morahar river in between mahiyarpur to kurmawaan, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diasmeter all complete job as per specifiactions and direction of e/l, providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., 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., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 .all complete job as per design upto 5 m height, supply fitting & fixing elasto-meric bearing & seismic pad :-- 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. elastomeric bearing & pad, providing weep holes in abutment cap with 100mm dia ac pipe:-- 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 placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, 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 per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach s
Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., 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., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- 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 weep holes in abutment cap with 100mm dia ac pipe:-- 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 placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :-- furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, 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 per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concrete approach slab including
Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 km, h.l. bridge work, 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., 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 (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, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, 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 load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, 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), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, 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 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 reinfo