Latest aluminum scaffolding Tenders | Government aluminum scaffolding Tenders

Central Government/Public Sector

CTN :45418862

06 Jul, 2026 NA

Goa - Goa

Tender For corrigendum : supply of awning equipment - stanchion (73.03 mm. o.d. x 5.16 μμ.τηκ.), stay (73.03 mm. o.d. x 5.16μμ.τηκ.), base plate for stanchion (210 x 100 x 12thk.), base plate for stay (150 x 100 x 12thk.), socket and plug, eye bolt for foot with stainless steel keep chain, cleat for awning tackles for stanchion, flush type eye plate (for detail refer annexure a), m.s. glav. 76.2 mm., sheave dia double block with becket & thimble suitable for 12 mm dia (38 mm.circ.) polyamide/polyamide rope and with swivel eye hook to suit ring of flush type eye plt., 12mm. dia polyamide rope, m.s. glav. 76.2 mm., sheave dia double block without becket & thimble suitable for 12 mm dia (38 μμ. circ.) circ.) polyamide/polyamide rope and with swivel eye hook to suit thimble of 12mm dia fswr., al. ferrule to suit, 12%%c rope, al. ferrule to suit, 10%%c rope, 12mm. dia f.s.w.r., covered with canvas., short link roller, shackle, thimble for 10 mm dia, f.s.w.r. (open type), bow shackle, thimble for 10 dia rope (open type), thimble for 12 dia rope (open type), shackle, slip with screw, awning canvas grey shade, side ridge rope, canvassed 10mm. dia gswr, 6x37 const, (bl=42kn), centre ridge rope, canvassed 12mm. dia gswr, 6x37 const, (bl=60kn), grommet size 32 (spur tooth), saffron & white terrycotton cloth for ceremonial awning, top fitting for stay, top plate for stanchion (100 dia x 10thk.), 15 thk. stanchion lug (det. drawing shown in sht 2.), stay lug on stanchion (110 x 60 x 15 thk.), m-24 bolt & nut 65 long, horizontal tube 73.03 mm.o.d. x5.16μμ.τηκ., flange for horizontal tube (90%%c x 6mm), horizontal tube lug (70lx50wx10thk.), awning stanchion lug (70lx50w×10thk.), support plate (90-80l x 50w x 10thk), m-16 bolt & nut 65 long, awning support tube 73.03 mm.o.d. x 5.16μμ.τηκ., vertical support tube 73.03 mm.o.d. x 5.16μμ.τηκ., end flange (single side) on support bearing, (73.03 ø x5 τηκ.), bracket for vertical support tube (150 x 100 x 5thk.), awning support tube lug (80 x 50 x 5thk), vertical support tube lug (95 x 50 x 5thk), m12 bolt & nut 35 long (for joining item no 42 and 43), support bearing for awning support tube (150 long x 10thk), bracket (70 x 70 x 5thk, doubler plate (120x200x5thk.), canvas cloth for guns/weapons/machinery on deck/superstructure, foldable umbrella, retractable shade for gangway, ceremonial lifebuoys with stand, canvas covers for each and every weather deck fitting and machinery openings

CTN :45622189

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss meghasar - part-a (building work) based on bsr pwd - 2022, bikaner, earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spir

CTN :45622192

25 Jun, 2026 9.81 Lacs

Bikaner - Rajasthan

Tender For civil work in gups 3 km - part-a (building work) based on bsr pwd - 2022, bikaner, earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand) add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc.good soil of earth filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), random rubble dry stone kharanja under floor., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix, providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level includin

CTN :45622194

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss kesardesar jatan - part-a (building work) based on bsr pwd - 2022, bikaner, earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases

CTN :45622197

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss bijeri - part-a (building work) based on bsr pwd - 2022, bikaner, earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral

CTN :45622199

25 Jun, 2026 34.59 Lacs

Bikaner - Rajasthan

Tender For civil work in gsss 4 bgm - part-a (building work) based on bsr pwd - 2022, bikaner, earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircas

State Government

CTN :45367498

27 Jun, 2026 NA

Delhi - Delhi

Tender For corrigendum : providing of custom bid for services - addition & alteration construction of bio-chemistry lab at second floor. - dismantaling and disposal work; (a) first floor roof existing fibre sheet removal and disposal (16x5)feet , (b)second floor(bio chemistry) existing brick wall 9" th. dismantling and disposal , ( c) existing window removal (6x4'-6") , (d) existing floor dismantling and disposal , " 6.4.1 brick work with common burnt clay f.p.s (non modular) bricks of class designetion 7.5 in superstructure above plint level in all shapes and sizes in cement mortar1:6(1cement 6 coarse sand) " , plaster inside 12mm with 1: 6 ratio with fine sand , external plaster 15mm 1 :4 ratio 18mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 ( 1cement :5 coarse sand ) and a top layer 6mm thick plaster , providing and laying reinforcement work , providing and laying rienforce cement concrete in retaining walls including attatched pilasters, colmns,piers,abutments pillars,posts,struts,buttresses,string,or lacing courses,parapets,coping,bed blocks,anchor blocks window sills ,fillllets,sunken floor etc.up to floor five level ,excluding the cost of centering ,shuttering ,reinforcement and finishing (5.2.2) , floor and roof protection work ;(4.20a.2.2) concrete of m15grade with minimum cement content 240kg/cum , 11.49.2 floor tiles; providing and laying full body vitrifiedtile in floor of minimum thickness 15mm with water absorption less than 0.06% and confirming to is:15622,of approved make, brand and manufacturer.laid on 20 mm thick cement mortar 1:4 . including grouting the joints with white cement /matching grout size600x600 , skirting , structural steel work welded in built up sections /framed work including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel primer using structural steel .(250x125) , "red stone for slab providing sand stone slab for roofing and laying them in cement mortar1:4 ( 1 cement : 4 coarse sand ) over wooden karris or rcc battens or structural steel section (karries or battens or or structural steel. " , providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: , counter slab stone work , 8.2.2 . providing and fixing 18mm thick gang saw cut mirror polished, premoulded and prepolished,machine cut for kitchen platforms ,vanity counters,window sills ,facias and similar locations of required size approved shade ,colour and texture laid over20 mmthick base cement mortar, joint treated with white cement mixed matching pigment,including rubbing curing ,moulding and polishing of edges excluding hosting and transportation , counterslab stone skirting , providing edge moulding to 18 mm thick marble/granite stone counter,vanities etc. , p\ fteak wood frame ,providing wood work in frames of doors windows and other frames wrought framed and fixed in position with hold fast lugs or with dash fasterners of requireddia and length( hold fastlugs or dash fastenershall be paid for separetely. , p\f flush door , providing and fixing is markedflush door shutters confirming to is ;22029 part 1) non decorative type core of construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (9.21.1) 35 mm thick including isi markedsteel but hinges with necessary screws , fixing of aluminium window with all necessary at site available at site , providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. , distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : , finishing walls with acrylic sm

CTN :45578338

27 Jun, 2026 NA

Sonitpur - Assam

Tender For supply of superstructure of small living shelter of size 6 point10 m x 5 point 22 m x 4 point75 m height with 1 point 50 m enclosed verandah , ceramic tiles of size 600 mm x 600 mm for floor thickness between 9 to 10 mm , white cement conforming to , curtain arrangement drapery and rod made of 25 mm dia and 1600 mm long , distribution box 8 way spn comma 240 volts copper bus bar , mcb spn 240 volts 32 amps , mcb sp 6 to 32 amps , pvc tape 19mm wide 5m long , cable pvc insulated electric cables copper conductor of size 1 point 5 sqmm single core , cable pvc insulated electric cables copper conductor of size 2 point 5 sqmm single core , cable pvc insulated electric cables copper conductor of size 4 sqmm single core , pvc casing capping 1 inch medium grade snow white , pvc casing capping of size 3 oblique 4 inch medium grade snow white , switch piano 5 amp 230 volts flush type one way snow white , led tuble light fittings 15w 230v box type 4 feets , steel screw full thread with rawl plug plug of size 1 1 oblique 2 inch , pvc switch board 7 inch x 4 inch , pvc switch board 8 inch x 10 inch for main switch oblique db , pvc l bend and t junction joint for pvc casing and caping conforming , switch socket combination multipurpose 2 in 1 comma 15a 230v , switch socket combination snow white 5a 230v , service bracket 40mm dia gi tubing medium grade 1 point 5m long , service cable pvc insulated aluminium conductor comma 10 sqmm 2 core , ceiling rose three terminal snow white , led bulk head fitting with glass cover with led lamp 10 watts , pvc flexible wire copper conductor multi stranded , pvc flexible conduit pipe 15mm dia , pvc round oblique square block , exhaust fan 230 volts 300 mm sweep plastic body alongwith louvers and complete fittings , fire exitingusher of 1 kg capacity , monoblock pump set suitable for 230 v single phase system having capacity 2hp , distribution box 2 way with mcb spn 240 volts 10 amps , pvc flexible suction hose pipe 25mm dia heavy duty , non return valve nrv metal 25mm dia , earthing plate 600x600x6mm galvanised steel , ci earthing pit cover of size 300x300x6mm with angle iron isa 20x20x3mm thick ms frame , funnel fitted with 20mm dia gi pipe 1 point 5m long , gi wire 4mm diameter for earthing , charcoal , salt normal , air terminal single pointed aluminium rod 12mm dia and 300mm long , testing point terminal block make of gun metal and phosphorus bronzesize 75x75x25mm , aluminium strips 25x3mm , galvanised iron strip 32x6mm , earthing plate 600x600x6mm galvanised steel suitable for gi strip fittings , insulating pvc block 75x75x30 mm with insulating clamp nut and bolt , individual standalone plastic body smoke alarm , individual standalone plastic body heat alarm , fire ball extinguisher 1 point 3 kg with suitable provision for wall mounting , double sleeping bunk with matress complete , steel bed side locker of size 1000mm x 1520mm x 450mm complete , study chair of size length 56 cm comma height 82 cm and width 56 cmcomma lacquered finish , study table of size 900mm x 600mm x 760mm wih 18 mm thick prelaminated particle complete , looking mirror of size 18 inch x 4 inch fixed with 4 mm thick ply , water dispenser of 230 v 500 watts without refrigerator capacity of 5 lts oblique hour , protable indoor type high quality kero heater metal body ignites type min 8 hrs and above with capacity 4 ltrs , plastic dustbin of capacity 40 ltrs //bid details 2 / 40

Central Government/Public Sector

CTN :45111623

02 Jul, 2026 110.10 Crore

Patna - Bihar

Tender For corrigendum : balance work with steel superstructure including approaches of new bridge over gandak river in km. 423.00 - 424.00 of nh -28 (new nh - 27) in the state of bihar on epc mode.

Central Government/Public Sector

CTN :45324560

23 Jun, 2026 85.78 Lacs

Visakhapatnam - Andhra Pradesh

Tender For corrigendum : project supply, installation, testing and commissioning of 20nos radar and accessories. sh civil works at yarada visakhapatnam phase-ii - extra for concrete work in superstructure above floor v level for each four floors or part thereof by mechnical means., reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)., steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) thermo- mechanically treated bars of grade fe-500d or more., centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers, brick work with non modular fly ash bricks conforming to is:12894, class designation 10 average compressive strength in super structure above plinth level up to floor v level in :cement mortar 1:4 (1 cement : 4 coarse sand), providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete., float glass panes 4 mm thick glass pane (weight not less than 10kg/sqm)., providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete., providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :125x64x1.90 mm, fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately), providing and fixing factory made single extruded wpc (wood polymer composite) solid door/window/clerestory windows & other frames/chowkhat comprising of virgin pvc polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying pvc solvent cement and screwed with full body threaded star headed ss screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 n (face) & 1100 n (edge), minimum compressive strength of 58 n/mm2, modulus of elasticity 900 n/mm2 and resistance to spread of flame of class a category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with m.s hold fast/lugs/ss dash fasteners of required dia and length complete as per direction of engineer-in- charge. (m.s hold fast/lugs or ss dash fasteners shall be paid for separately). frame size 45 x 70 mm, providing and fixing factory made single extruded wpc (wood polymer composite) solid plain flush door shutter of required size comprising of virgin polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 n (face) & 900 n (edge), minimum compressive strength 50 n/mm2, modulus of elasticity 850 n/mm2 and resistance to spread of flame of class a category with property of

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