Latest pvc pipe fitting Tenders | Government pvc pipe fitting Tenders

CTN :40855825

19 Jul, 2025 NA

Darjeeling - West Bengal

Tender For bid to ras supply of lorros bunker - prefab ms door of size 750x1830mm outer frame made out of isa 40x40x6mm and door shutter frame of isa 35x35x5mm and all stiffner isa 30x30x3mm as per drawing , prefab mild steel door of size 610x1700mm outer frame made out of isa 40x40x6mm and door shutter frame of isa 35x35x5mm and all stiffner isa 30x30x3mm as per drawing , prefab ms steel window 900x1130 mm design as per drawing , mild steel loop holes made of outer frame isa 35x35x5 and shutter frame isa and 30x30x3mm with ms black sheet of 1 point 6mm thick hold fast as per terch specifications , steel lintels for doors and windows made out of isa 35x35x5mm 1100mm long , steel lintel for door and loop holes made out of isa 35x35x5mm 1100mm long , pre fab steel jally made up of isa 30x30x3mm and 25x25x 3 mm of size 900x900mm , prepainted srt made of hr coil sheets 1 point 5 mm thick size 1630x600mm with adequate arrangement for jointing including drilled holes nuts and bolts , polythene sheet 150 micron thick best quality , polythene bitumen membrane sheet of grade 2504 thickness 1 point 5mm type film size 20m x 1m minimum weight 2 point 25 kg per sqm , glazing of size 1350x750x6mm of shs 40x40x2 point 9 mm fixed with high quality perspex sheet make sonutec , prefab folding double sleeping bunks made out of ms column 65x65x6mm and ms plate form made of isa 40x40x6mm hold fast 65x65x6mm 230mm long 12mm as per tech specs , table steel of size 4 feet x 2 point 5 feet with three drawers as per drg , chair made of plastic pvc material with hand rest , mild steel angle double shelf made out of ms angle 35x35x5mm hold fast 130mm long and ms sheet welded with the ms angle 1 point 6mm as per drawing , hdpe sand bag of size 34 inch x14 inch inside laminated interlocking stitch weight of the bag 42 to45 gm per bag , quick setting compound as per tech specs , aluminium u channel with screws as per drawing , steel beam ismb 125 3200 mm long , steel beam ismb 125 1500 mm long , oil bound distemper , vitrified tiles 600x600x10mm complete all as per iso 13006 , putty , paint synthetic enamel first quality og , alkathene pipe 50mm dia , white cement , pre painted cgi sheet 1800x800x0 point 63mm , bitumen 80 oblique 20 grade , puf insulated panels 60mm thick 2000mm long 4 feet wide weight 40 kg per cum , insulation floor boards 50mm thick made of extruded polystyrene , pvc casing capping 3 by 4 inch 10 feet long , pvc tee 3 by 4 inch for casing capping , pvc elbow 3 by 4 inch for casing capping , cable pvc 1 point 5 sqmm copper conductor sc multistrand , cable pvc 2 point 5 sqmm copper conductor sc , cable pvc 1 point 5 sqmm copper with solid conductor sc for earth wire in green colour , cable pvc 1 sqmm copper with solid conductor single core for earth wire in green colour , mcb db spn four way double door 240 volts , mcb 6 amp sp 240 volts , mcb 20 amp sp 240 volts , isolator 40 amp sp 240 volts , cable pvc insulated aluminium conductor served with inner sheathing of pvc tape armoured with galvanized steel wire or tape and overall pvc sheathed cross sectional area 10 sqmm 2 core , pvc square block , pvc ceiling rose two to three terminal , switch piano type 5 amp , decorative type ultra slim linear led lighting fixture with extruded polycarbonate environmental led tube light fitting 18 watt as per tech specs , switch socket combination 3 pin 5 and 15 amp 6 pin , switch socket combination 5 amp 6 pin , insulation tape 10 mtr , pvc switch board 4 inch x 4 inch , pvc switch board 6 inch x 4 inch , pvc switch board 7 inch x 4 inch , exhaust fan 300mm sweep , screw steel 1 to 1 by 2 inch , screw steel 1 by 2 inch , rawal plug for fixing screw , lightening conductor complete set as per tech specs , elect earthing complete set as per tech specs , brick trowel steel 305mm , brick hammer with handle forged in one piece with high carbon steel striking face chamferred eye of hammer shall be tapered at both ends to form a waist at the middle to ensure firm grip 24

CTN :41115878

28 Jul, 2025 NA

Kamrup - Assam

Tender For supply of finolex or polycab or natural white or equivalent , pvc switch board snow white size 8 inch x 10 inch for main switches or db make havells or finolex or polycab or natural white or equivalent , pvc l bend and t junction joint for pvc casing and capping confirming to is 3419 part 3 make havells or finolex or polycab or natural white or equivalent , switch socket combination snow white multipurpose 2 in 1 of 15 amp 230 volts make havells or finolex or polycab or natural white or equivalent , switch socket combination snow white 5 amp 230 volts make anchor or ssk or cona , service bracket 40mm dia gi tubing medium grade 1.5 mtr long make jindal or tata orkalinga or equivalent , service cable pvc insulated aluminium conductor 1100 volt grade heavy duty served with inner sheathing of pvc tap and overall pvc sheathed in service connection 10 sqmm 2 core , ceiling rose three terminal snow white make anchor or ssk or cona or equivalent , led bulk head fitting high pressure die cast aluminum front cover with glass cover with specially design gasket with led lamp 10 watts , pvc flexible wire copper conductor multi stranded 0.0016 by 76 make havells or finolex or polycab or natural white or equivalent , pvc flexible conduit pipe 15 mm dia make havells or finolex or polycab or natural white or equivalent , pvc round or squire block make havells or finolex or polycab or natural white or equivalent , fire extinguisher of one kilogram capacity dry power type conforming to is-13849 along with its accessories , change over switch 32 amps 4 pole tpn , earthing plate 600 x 600 x 6 mm galvanised steel suitable for gi strip fittings drilled with 2 nos holes for 6 mm dia near one side. , ci earth pit cover of size 300 x 300 x 6 mm with angle iron of size 20x20mm 3 mm thick with ms frame. , funnel fitted with 20 mm diameter gi pipe 1.5 m long. pipe make jindal or tata or kalinga or equivalent , gi wire 4 mm diameter for earthing. , charcoal , salt normal , air termination single pointed aluminium rod 12 mm dia and 300 mm long. , testing point terminal block make of gun metal and phosphorus bronze size 75 x 75 x 25 mm drilled and screwed including 3 nos 8 mm dia 25 mm long hexagonal head screw , aluminium strips 25 x 3.0 mm , galvanized iron strip 32 x 6 mm , insulating pvc block 75x75x30 mm with insulating clamp nut and bolt make presto or polycab or finolex or equivalent , individual standalone plastic body smoke alarm with adequate provision for fixing on wall ceiling roof , individual standalone plastic body heat alarm with adequate provision for fixing on wall or ceiling or roof , fire ball extinguisher of 1.3 kg wt with suitable provision for wall mounting and capable of self activating on contact with flames , double sleeping bunk alongwith rexene sleeved matress of make kurlon or sleepwell or corform or equivalent complete all as specified in tech specification. , steel bed side locker of size 1000mm x 1520mm x 450mm comlete all as specified in tech specification , study chair of size length 56 cm height 82 cm and width 56cm type lacquered finish with arm sear and back cushion velvet uphostery , study table of size 4x2 wooden top on round tube structure with three drawers unit , looking mirror of selected quality frameless of size 600 x 450 x 5 mm make prayag or saint gobain or modiguard or equivalent , water dispenser of 230 v 500 watts without refrigerator with normal cold and heating capacity of 5 lts per hour with storage compartment and auto shut off facility , portable indoor type high quality kero heater metal body ignites type of continues heating //bid details 2 / 53 duration min 8 hrs and above with capacity 4 ltrs above min output 7000 btu per hrs incl all accessories , plastic dustbin of capacity 40 ltr make neelkamal or cello or supreme or equivalent

CTN :41075649

28 Jul, 2025 NA

Gurdaspur - Punjab

Tender For supply of e work in excavation in foundation trenches or drains i c dressing of slides , providing and laying of position cement concrete 1 5 10 , back filling , sand filling under floor , providing and laying dpc 40mm thick with cement concrete 1 2 4 , bric brick work with bricks of class designation in foundation with cement mortar 1 4 , brick work in super structure cm1 4 , half brick masonary cm 1 4 , rrc in s floor , c s centering and shuttering , rainforcement for steel work , p f windows of z section , p f door of standard wood iron , p f glazed tiles for walls , p f glazed tiles for flooring , 12 mm cement plaster of mix 1 6 , 15 mm cement plaster of mix 1 6 , 6 mm cp to ceiling of mix 1 3 , finishing walls with water proofing cement paint , white wash , making plinth protection , cement concrete 1 2 4 , pf gi pipe 15 mm internal work ls 30 , pf gi pipe 20 mm external work ls 30 , pf sw pipe up to steptic tank ls 30 , pf water closet with pvc cistern 6 indian type , pf water closet with pvc cistern 6 european type , pvc water tank , pf wash basin , pf brass bib 6 nos , pf stopcock 6 nos , constructing soak pit 1 point 5x 1point 5 x 1 point 5 filled with brickbats inckuding sw drain pipe 100 mm diameter and 1 point 20m long complete as per standard design , providing and fixing brass fitting like bib cock stop cock ball cock and angle valve etc complete as per requirement of site , construction of septic tank of size 2 point 0 x 1 point 5 x 1 point 8 mtr as per standard design and complete

State Government

CTN :40747709

22 Jul, 2025 25.00 Lacs

Aurangabad-Mh - Maharashtra

Tender For corrigendum : annual rate contract for plumbing sanitary material - upvc pipe (isi mark), , , 1 , 1 , 2 , 2 , upvc cupling (isi mark), , , 1 , 1 , 2 , 2 , upvc reducer cupler (isi mark), 1 x , 1 x , 1 x , 1 x , 2 x , 2 x 1 , 2 x 1 , upvc end cap (isi mark), , , 1 , 1 , 2 , 2 , upvc female adapter brass thred (fta) (isi mark), , , 1 , 1 , 2 , 2 , upvc male adapter brass thred (mta) (isi mark), , , 1 , 1 , 2 , 2 , upvc elbow (isi mark), , , 1 , 1 , 2 , 2 , upvc tee (isi mark), , , 1 , 1 , 2 , 2 , upvc union (isi mark), , , 1 , 1 , 2 , 2 , upvc tank nippal (isi mark), , , 1 , 1 , 2 , 2 , upvc elbow brass (isi mark), , , 1 , 1 , 2 , 2 , upvc female adapter plastic thred (fta) (isi mark), , , 1 , 1 , 2 , 2 , upvc male adapter plastic thred (mta) (isi mark), , , 1 , 1 , 2 , 2 , upvc solution 50 gm, upvc solution 100 gm, upvc solution 150 gm, cpvc make :- first quality isi mark supreme/prince/ashirvad/finolex/astral/ paras, cpvc pipe (isi mark), , , 1 , 1 , 2 , 2 , cpvc cupling (isi mark), , , 1 , 1 , 2 , 2 , cpvc reducer cupler (isi mark), 1 x , 1 x , 1 x , 1 x , 2 x , 2 x 1 , 2 x 1 , cpvc end cap (isi mark), , , 1 , 1 , 2 , 2 , cpvc female adapter (fta) brass (isi mark), , , 1 , 1 , 2 , 2 , cpvc male adapter (mta) brass (isi mark), , , 1 , 1 , 2 , 2 , cpvc elbow (isi mark), , , 1 , 1 , 2 , 2 , cpvc tee (isi mark), , , 1 , 1 , 2 , 2 , cpvc union (isi mark), , , 1 , 1 , 2 , 2 , cpvc tank nippal (isi mark), , , 1 , 1 , 2 , 2 , cpvc female adapter plastic thred (fta) (isi mark), , , 1 , 1 , 2 , 2 , cpvc male adapter plastic thred (mta) (isi mark), , , 1 , 1 , 2 , 2 , 2 , cpvc elbow brass, , , 1 , 1 , 2 , 2 , 2 , 2 , cpvc shooe bend, , , 1 , 1 , 2 , 2 , 2 , 2 , solution, upvc solution 50 gm, upvc solution 100 gm, upvc solution 150 gm, cpvc solution 100 gm, swr fitting, pvc pipe, 1 , 2 , 2 , pvc elbow, 1 , 2 , 2 , 3 , 4 , pvc tee, 1 , 2 , 2 , 3 , 4 , pvc bend, 1 , 2 , 2 , 3 , 4 , pvc coupling, 1 , 2 , 2 , 3 , 4 , swr pipe k, 3 x10 , 4 x10 , plug bend, 3 , 4 , plain bend, 3 , 4 , plain tee, 3 , 4 , plug tee, 3 , 4 , plain y, 3 , 4 , plug y, 3 , 4 , shue bend, 3 , 4 , cupler, 3 , 4 , swr fitting, 3 , 4 , nahani trap 3 , reducer 4 x 3 , r/tee ksr 4 x 3 , pvc solution 100 ml, taplen tape each roll-10 nos., pvc water tank with cover 3 layer coatings (sintex make), with nut bolts & locking arrangements various sizes 500 ltr., 1000 ltr., 2000 ltr., 3000 ltr.500,1000,2000,3000, pvc water tank with cover 3 layer coatings ( supreme/plsto/paras/reno make), with nut bolts & locking arrangements various sizes 500 ltr., 1000 ltr., 2000 ltr., 3000 ltr.500,1000,2000,3000, pvc water tank cover with nut bolt, g.i. bend with socket "b" class, , , 1 , 1 , 2 , 2 , 3 , brass ball valve patti (isi mark) heavy duty, , , 1 , 1 , 2 , 2 , g.i. pipe "b" class, , , 1 , 1 , 2 , 2 , 3", 4", g.i. barrel nipple "b" class, x 2 , x 4 , x 6 , g.i. union "b" class zoloto-make, 1/2", 3/4", 1 , 1 , 2 , 2 , 3", 4", g.i. coupling "b" class, 1/2", 3/4", 1 , 1 , 2 , 2 , 3", 4", g.i. elbow "b" class, 1/2", 3/4", 1 , 1 , 2 , 2 , 3", 4", g.i. tee "b" class, 1/2", 3/4", 1 , 1 , 2 , 2 , 3", 4", g.i. reducer "b" class, " x ", " x 1", 1 " x , 1- x , " x 1- , 1- x 1 , g.i. reducer elbow "b" class, " x ", " x 1", 1 " x , 1- x , " x 1- , 1- x 1 , g.i. bund plug, , , 1 , 1 , 2 , 2 , g.i. tank nipple b class (pvc tank), , , 1 , 1 , house nipple /connecting nipple with nat bolt, 2 , 3 , 4 , hose clamp, , 1 , 1 , 2 , 3 , 4 , stud nut bolt, 6 , 8 , 12 , hdpp pipe (isi mark thick), 1 , 1 , 2 , 2 , 3", 4", rubber sheet, foot ball wisher, 2 1/2", 3 , 4 , 5 , 6 , pvc foot ball, , , 1 , 1 , gland rope, 6 mm, 8 mm, wire rope (tyre) 1 , marking powder white (25 kg bag), hirmunji (25 kg bag), bleching powder (isi mark)(25 kg bag), laboratory sink taps (3 way) cock (isi mark), washbasin bracket 18 , rachi die set 1/2", 3/4", 1" (tapariya/inder/atlas/netco), rachi die set 1 , 1 1/2 , 2 (tapariya/inder/atlas/netco), rachi die set 2 , 2 1/2", 3" (tapariya/inder/atlas/netco), steel sink west couplin

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 :41082914

22 Jul, 2025 4.44 Crore

Patna - Bihar

Tender For (nabard)/25-26/rajauli/01 - 1) name of work: construction of hl rcc bridge over khuri river in gram panchayat bakshanda, 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 slab:-- reinforced cement concre

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 :41067144

22 Jul, 2025 8.85 Crore

Patna - Bihar

Tender For mgsy/25-26/siwan-1 /01 - high level bridge across river on const. of rcc hl bridge with approach road over sona river between pakri makriyar to chhotka manjha in block - siwan sadar , rwd division siwan-1 , district - siwan , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, 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 existing structures like culverts, bridges, retaining walls 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 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & 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 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 hieght, providing rcc m-30 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 beyond 5 m and upto 10m 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 fu

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 :41059544

28 Jul, 2025 20.00 Lacs

Sagar - Madhya Pradesh

Tender For construction material supply work for financial year 2025-26 - construction material supply work for financial year 2025-26, cement opc 43 grade bag, cement ppc bag, hysd steel bar 415 grade rod -all size, hysd steel 500 rod -all size, open bhatta brick, fly ash brick, chimney brick, narmada sand, stone aggragate 6 mm, stone aggragate 12.50mm, stone aggragate 20mm, stone aggragate 40mm, metal 45mm to 63mm, metal 63mm to 90mm, stone dust, stone dust with spreading roller compaction, hard moorum, hard moorum with spreading withcompaction, red sand stone slab 40mm thick, local flag stone 40mm, local flag stone 75mm, kota stone 25mm thick, kota stone 20mm thick, steel sheet centering & shuttering, ply wood 20mm centering & shuttering, soil pipe 100mm dia 6 kg pressure, soil pipe 150mm dia 6kg pressure, soil pipe 200mm dia 6kg pressure, soil pipe 250mm dia 6kg pressure, rcc hume pipe np2 150mm dia, rcc hume pipe np2 200mm dia, rcc hume pipe np2 300mm dia, rcc hume pipe np2 450mm dia, rcc hume pipe np2 600mm dia, rcc hume pipe np2 1000mm dia, r.c.c hume pipe np3 150mm dia, r.c.c hume pipe np3 200mm dia, r.c.c hume pipe np3 300mm dia, r.c.c hume pipe np3 450mm dia, r.c.c hume pipe np3 600mm dia, r.c.c hume pipe np3 1000mm dia, rcc hume pipe np4 150mm dia, rcc hume pipe np4 200mm dia, rcc hume pipe np4 300mm dia, rcc hume pipe np4 450mm dia, rcc hume pipe np4 600mm dia, rcc hume pipe np4 1000mm dia, rcc collar, cpvc pipe 6 kg 15mm dia, cpvc pipe 6 kg 20mm dia, cpvc pipe 6 kg 25mm dia, pvc pipe 6 kg 65mm dia, pvc pipe 6 kg 90mm dia, pvc pipe 6 kg 110mm dia, pvc pipe 6 kg 150mm dia, cement jali, lime stone, oil brand distemper, enamel paint, acrylic emulsion paint, oil paint, tarpeen oil, kuchi brush, paint brush 80mm, paint brush 100mm, paint brush 125mm, paint brush 150mm, scrubber 8mm to 12 mm, binding wire m.s., fencing wire gi barbed wire, fencing jali bended mess gi, chain link jali gi, m.s. single section, ms section welding completed, ms door window & frames, welded tabular pipe section, gi roofing profile sheet 0.63mm isi mark, g i plain sheet 0.63mm, wc sheet 580 mm indian type, wc sheet europian type, urinal pot long, urinal pot corner, sink, wash basin, glazed tile, vitrified tiles, flush door 1st class 40mm, rcc electrical pole 9m, concrete mixer machine with diesel complete, concrete mixer machine with lift with dieselcomplete, plate vibrator with diesel, niddle vibrator with diesel, rassi joot, water tank hdpe, marble tile 12mm thick, marble tile 25mm thick, granite stone 25mm, cpvc water supply fitting 15 mm, cpvc water supply fitting 20 mm, cpvc water supply fitting 25 mm, pvc bid cock, brass bid cock, jcb machine with diesel driver on rent, lnt poclain machine with diesel draiver onrent, tractor trolly with diesel on rent, generator with diesel on rent, putty, rubber moulded paver block m30 (60 mmthick), cement paver block m30 (100 mm thick), stainless steel 202 grade section welding &polishing complete, stainless steel 304 grade section welding &polishing complete, gi rolling shutter 1.0 mm thick, ball bearing for shutter, cylinderical roller with diesel, vibratory roller with diesel, rcc tree guard name plate with colour, steel tree guard complete name plate withcolour weight - 15 kg, boulder stone 20x20x20 cm, boulder stone 15x15x20 cm, black cotton soil, mason, labour, rcc flower pot rectangle with colour 50 litre, water tanker with diesel, handpump platform with completed work as per phe manual standard design, false celling, acp sheet partition, acp sheet decoration, wooden partition, wooden furniture work, wc seat reparing and installion complete, steel channel

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