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State Government

CTN :40557204 Due date: 14 Jun, 202514 Jun, 2025 NA
Tender For supply of red or , filling in plinth and floors with contractors material or brought from outside and approved by engineer incharge , providing and fixing country cut teak wood double or single leaf second class fully panelled door shutter , providing and fixing partitions made up of cctw frame of size 75 mm x 50 mm at 60 cm , library area table providing and fixing of free standing table at 1350lx750dx 750ht , providing and arrangemnt of mid back, normal syncro mechanism , fixed armrest , gaslift for seat height adjustment, standard 5 prong or nylon base with leather upholstery , free standing table at 1500lx600dx750ht providing and fixing table of size 1500 x 600 x 750 mm. , toughened glass 12 mm , conference table at 3600lx1400dx750ht providing and fixing of main table made up of 18plus18mm thick mdf top with pvc membrane finish and waterfall edge profile. , providing and arrangemnt of high back, synchronized mechanism with multiple locking, adjustable armrest, , supplying and fixing samsung led backlit lcd 55 3840x2160 uhd smart tv,tizen os mount type both table , providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour , providing and fixing rollar blinds ami make or approved make and shade of 38mm round aluminium channel with blackout fabric , 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. and confirming to corresponding i.s. for dado and skirting in required position , providing and fixing on walls or ceiling or floor 15 mm dia. cpvc pipe with necessary fittings, remaking good the demolished portion , providing and fixing on walls or ceiling or floor 25 mm dia. cpvc pipe with necessary fittings, remaking good the demolished portion , providing and fixing on walls or ceiling or floor 40 mm dia. cpvc pipe with necessary fittings, remaking good the demolished portion , providing and fixing c.p. wall mixer with provision for overhead shower with 115mm long bend pipe and wall flange , providing and fixing 450mm x 550mm size superior type belgium mirror with 16mm dia. nickel plated towel rod , providing and fixing 100 mm dia stabiliser pipe or p.v.c. soil vent or waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps , providing and fixing white european type wall hung pan, of size 350mm x 355mm x 570 mm concealed flush tank with floor mounting frame , providing and constructing brick masonry inspection chamber 90cm x 45cm x 90cm , providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber , sliding window 3 track 2 glass shutter plus 1 flymesh of approved make with dgu, providing and fixing of sliding , carpenter i class skilled , providing and fixing table top white wash basin of size 120x635x405mm rubber plugs and brass chain

CTN :40397415 Due date: 03 Jun, 202503 Jun, 2025 90.00 Lacs
Tender For corrigendum : e-tender for material supply under nrega scheme in gp kudsu - / / , - / , , . . ., , fine / , - /local, (fly ash), , ( , ), / (for other than road work) 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ) 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), ( 1/6), ( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm) (i st class), (ii class), / / (rr), (cr), (15cm ), (23cm / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (dpc,sill,coping,lintel,tand,almirha etc) 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, 900 , 901 2300 , 2300 , ( ) 900 , 901 2300 , 2300 , ( 20mm ) 901 2300 , 900 , 2300 , , , ( ii quality/ 20mm ) 900 , 901 2300 , 2300 , 100 x 75 ., 125 x 75 ., up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (30 mm , ), ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, (24 , 14 ), 40 , 3 . . , - , (water bound), - ( / ), ( / ), hsd, , (25 mm thick), ( ) . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), . . . 1 mm ( / ), (183x90), . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , isi marked 25 . . , 20 . . , 20 . . , 20 . ., , 25 . . , 20 . . ( ), 3 , 2 , 2 , 3 , , isi marked 15/16 , 5/6 , , isi marked 3 5/6 , 6 15/16 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , ,

CTN :40397416 Due date: 03 Jun, 202503 Jun, 2025 72.00 Lacs
Tender For corrigendum : e-tender for material supply under rd and pr scheme in gp kudsu - / / , - / , , . . ., , fine / , - /local, (fly ash), , ( , ), / (for other than road work) 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ) 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), ( 1/6), ( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm) (i st class), (ii class), / / (rr), (cr), (15cm ), (23cm / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (dpc,sill,coping,lintel,tand,almirha etc) 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, 900 , 901 2300 , 2300 , ( ) 900 , 901 2300 , 2300 , ( 20mm ) 901 2300 , 900 , 2300 , , , ( ii quality/ 20mm ) 900 , 901 2300 , 2300 , 100 x 75 ., 125 x 75 ., up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (30 mm , ), ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, (24 , 14 ), 40 , 3 . . , - , (water bound), - ( / ), ( / ), hsd, , (25 mm thick), ( ) . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), . . . 1 mm ( / ), (183x90), . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , isi marked 25 . . , 20 . . , 20 . . , 20 . ., , 25 . . , 20 . . ( ), 3 , 2 , 2 , 3 , , isi marked 15/16 , 5/6 , , isi marked 3 5/6 , 6 15/16 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , ,

CTN :40563359 Due date: 05 Jun, 202505 Jun, 2025 5.77 Crore
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

CTN :40563358 Due date: 05 Jun, 202505 Jun, 2025 7.15 Crore
Tender For state scheme(nabard)/25-26/kishanganj-2/01 - construction of rcc h.l. bridge in malgachh to lat at ch.-0.600 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, 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 reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5, ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical sp

CTN :40563355 Due date: 05 Jun, 202505 Jun, 2025 8.19 Crore
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

CTN :40555517 Due date: 16 Jun, 202516 Jun, 2025 23.50 Lacs
Tender For supply of various materials for construction of new works in chndapurgp limit under mahatma gandhi national rural employment guarantee scheme - mr9904-bib cock 20mm nominal bore, mr9473-granite stone slabs fine dressed 40 mm thick, mr9452-cleat angles gpbada, mr9451-chrominum plated screws gpbada, mr9445-casurina poles 75 - 100 mm dia gpbada, mr9444-casurina poles 100 - 150 mm gpbada, mr9433-broken stone aggregate 40 mm size gpbada, broken stone aggregate 12 mm to 10 mm size gpbada, bond stone 20 x 20 x 45 cm gpbada, aluminium window frame section 1.20 mm thick gpbada, alluminium tower bolt - 20 cm gpbada, alluminium handles - 15 mm gpbada, handling loading and unloading 3% on material gpbada, water storage tank gpbada, m.s rods gpbada, pvc beading gpbada, chlorinated polyvinyl-25 mm outer dia gpbada, binding wire gpbada, plasticizer / super plasticizer gpbada, display board_cib gpbada, electrification gpbada, coarse sand (zone iii) gpbada, water proofing cement paint gpbada, portland cement gpbada, mr9684-water tanker gpbada, mr9683-vibratory roller 8 tonne gpbada, mr9502-water gpbada, mr9475-gravel 2.36 mm/murrum gpbada, mr9471-granite metal 40 mm gpbada, mr9470-granite metal 20 mm gpbada, mr9458-crushed stone course aggregate 53 gpbada, mr9457-crushed stone chippings 13.2 mm gpbada, mr9434-burnt bricks class 35 (non modular) gpbada, mr9426-boulders gpbada, mr9738-add brush, putty, sand paper at 2% on cost of paint gpbada, mr9991-granite sink 23cm thick gpbada, mr9953-vitrified tiles 600x600 mm gpbada, mr9817-ms flat gpbada, mr9773-add watering charges at 1 % on material gpbada, mr9759-add providing and removing scaffolding at 3% on labour gpbada, mr9755-add hom of welding and grinding machine 4per on material gpbada, add hom of welding and grinding machine 2per on material gpbada, mr9498-mathi/nandi wood planks for panels 25 mm thick gpbada, mr9491-liquid wood filler gpbada, mr9487-jungle wood runners and planks gpbada, mr9463-enamel metal paint gpbada, mr9459-cudddapah slab 2.5 cms thick gpbada, broken stone aggregate 20 mm size gpbada, thick plain glass gpbada, miscellaneous harges gpbada, mr9753-add handling , loading and unloading at 2% on material gpbada, mr9752-add handling , loading and unloading at 1% on material gpbada, mr9749-add cutting and other wastage 5% gpbada, mr9727-add 15% wastage for glass gpbada, mr9725-mason class i (with tools) gpbada, mr9690-painter class i gpbada, mr9688-unit cost as per the specification gpbada, mr9678-mixer (concrete) - 1 cum capacity gpbada, mr9677-mixer (concrete small used in culvert) gpbada, mr9675-hom of vibrator 0.71 days gpbada, mr9640-brick gpbada, mr9607-welder grade i gpbada, mr9606-stone dresser (with tools) gpbada, mr9598-fitter class i gpbada, mr9597-fabricator gpbada, mr9554-tmt bars fe 500 gpbada, mr9535-size stone 20 x 20 x 25 cms gpbada, mr9534-silver oak or equivalent planks 38 mm thick gpbada, mr9528-rubble stones gpbada, mr9527-rubber beading for shutters beading gpbada, mr9510-pigment gpbada, mr9508-nylon rollers gpbada, labour charges 7% on materialgpbada, mr9499-mathi/nandi wood scantling gpbada

CTN :40537574 Due date: 06 Jun, 202506 Jun, 2025 4.67 Lacs
Tender For supply of materials for improvements of smashan of survey no 313 in kudremani village - fitter(grade1).,., mason (brick layer) ist class.,., carpenter 2nd class.,., mason (brick layer )2nd class.,., air compressor (1 hour initial + 1 hour final), concrete jiont cutting machine for initial and final cuts,., plate vibrator having 3 ton compaction force.,, screed vibrator .,, needle vibrator.,, super plasticizer admixture is marked as per 9-103, joint sealant,, sealant primer,, seperation membrane of impermeable plastic sheeting 125 micron thick, coarse aggreages 12 mm,.,, plate vibrator having 3 ton compaction force,, mason class i (with tools).,.,, cobble stones of 75mm thick,, crushed stone chippings 13.2 mm.,, granite metal 20 mm.,, granite metal 40 mm.,, crushed stone course aggregate 53.,, vibratory roller 8 tonne,., water tanker,, gravel 2.36 mm/murrum,, water.,., tractor - 40 hp.,, laboratory asst. (sslc passed)/mate/supervisor,, unit cost as per the specification,, enamel metal paint.,, painter class i.,, ready mix primer paint (ready mix red lead paint)., hom of cutting and grinding machine.,, add,, hom of welding and grinding machine.,, welder grade 1., corbon electrodes.,, anchor bolts 750mm.,, base plate/ base plate, gusset plates 6 mm thick., ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre,., ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at4.5 kg per metre, binding wire,., tmt bars fe 500,., mixer (concrete small used in culvert.), burnt bricks class 35 (non modular).,, casurina poles 100 - 150 mm.,, hom of vibrator 0.71 days.,, plasticizer / super plasticizer.,., casurina poles 75 - 100 mm dia., jungle wood runners and plank.,, silver oak, or equivalent planks 38 mm thick.,, mixer (concrete) - 1 cum capacity.,, portland cement,., coarse sand (zone iii),, broken stone aggregate 12 mm to 10 mm size,, broken stone aggregate 20 mm size,, broken stone aggregate 40 mm size

CTN :40506614 Due date: 05 Jun, 202505 Jun, 2025 14.99 Lacs
Tender For supply of material for the construction of gramapanchayathibuilding at thimmampalli grama panchayathi in bagepalli taluk - supply of broken stone aggregate 20 mm size as per the requirment of the engineer in charge of the work to the specified location, supply of broken stone aggregate 12 mm to 10 mm size as per the requirment of the engineer in charge of the work to the specified location for, supply of coarse sand zone iii as per the requirment of the engineer in charge of the work to the specified location for, supply of portland cement as per the requirment of the engineer in charge of the work to the specified location for, supply of mixer (concrete) - 1 cum capacity as per the requirment of the engineer in charge of the work to the specified location, supply of tmt bars fe 500 as per the requirment of the engineer in charge of the work to the specified location for, supply of binding wire as per the requirment of the engineer in charge of the work to the specified location an, supply of plasticizer /super plasticizer as per the requirment of the engineer in charge of the work to the specified location fot, supply of silver oak or equivalent planks 38 mm thick as per the requirment of the engineer in charge of the work to the specified location for, supply of jungle wood runners and planks as per the requirment of the engineer in charge of the work to the specified location, supply of casurina poles 75 - 100 mm dia as per the requirment of the engineer in charge of the work to the specified location, supply of size stone 20 x 20 x 25 cms as per the requirment of the engineer in charge of the work to the specified location, supply of bond stone 20 x 20 x 45 cm as per the requirment of the engineer in charge of the work to the specified location, supply of boulders as per the requirment of the engineer in charge of the work to the specified location, supply of mixer (concrete small used in culvert) as per the requirment of the engineer in charge of the work to the specified location, supply of mason class i (with tools) as per the requirment of the engineer in charge of the work to the specified location, supply of mason class ii (with tools) as per the requirment of the engineer in charge of the work to the specified location, supply of mason (brick layer) 2nd class as per the requirment of the engineer in charge of the work to the specified location , supply of mason (brick layer) 1st class as per the requirment of the engineer in charge of the work to the specified location, supply of carpenter 2nd class as per the requirment of the engineer in charge of the work to the specified location, supply of stone chistler class ii as per the requirment of the engineer in charge of the work to the specified location, supply of fitter (grade1) as per the requirment of the engineer in charge of the work to the specified location, supply of casurina poles 100 150 mm as per the requirment of the engineer in charge of the work to the specified location for, supply of brick as per the requirment of the engineer in charge of the work to the specified location, supply of burnt bricks class 35 (non modular) as per the requirment of the engineer in charge of the work to the specified location

CTN :40420735 Due date: 09 Jun, 202509 Jun, 2025 26.59 Lacs
Tender For corrigendum : brick relaying work with 40 percent new 1st class brick from chainage (0.010 to 0.200) km new brick linning with 100 percent new 1st class brick from 0.200 km to 0.600 km cc on bed with glass strip from 0.00 km to 0.600 km cement plaster from 0.00 to
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