Latest constructional item Tenders | Government constructional item Tenders

CTN :41228142

11 Aug, 2025 6.74 Lacs

Multi City - Karnataka

Tender For supply for materials for hiremorab village construction of slwm shed building work under mgnrega scheme - mr9945-pintels including welded pins at hiremoraba gp, mr9939-ms sheet 1 mm thick at hiremoraba gp, mr9935-ms cleats with bolts and nuts to rest on pile at hiremoraba gp, mr9934-ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at 4.5 kg per metre at hiremoraba gp, mr9933-ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre at hiremoraba gp, mr9928-hooks at hiremoraba gp, mr9925-gusset plates 6 mm thick at hiremoraba gp, mr9924-gusset plates 3.15 mm thick at hiremoraba gp, mr9903-base plate / base plate at hiremoraba gp, mr9901-angle iron 40x40x6mm at hiremoraba gp, mr9900-anchor bolts 750mm at hiremoraba gp, mr9891-tools & plants and electrical charges at 2% at hiremoraba gp, mr9890-locking arrangements at 1% on a at hiremoraba gp, mr9860-12 mm x 6 mm ms plate at hiremoraba gp, mr9859-tools and plants at 2% on material at hiremoraba gp, mr9826-weld mesh 75 x 25 mm of 6g to 10g at hiremoraba gp, mr9804-stone chistler class ii at hiremoraba gp, mr9782-add wire brush, fine steel wool, putty, sand paper, at 3% on cost of paint at hiremoraba gp, mr9773-add watering charges at 1 % on material at hiremoraba gp, mr9764-add sundries charges at 2 % on material at hiremoraba gp, mr9762-add sundries charges at 1 % on material at hiremoraba gp, mr9759-add providing and removing scaffolding at 3% on labour at hiremoraba gp, mr9757-transportation/loading and unloading of material/lifting of material /wastage/unforeseen charges/miscellaneous which are necessary during execution. at hiremoraba gp, mr9754-add hom of welding and grinding machine at 2% on material at hiremoraba gp, mr9753-add handling , loading and unloading at 2% on material at hiremoraba gp, mr9752-add handling , loading and unloading at 1% on material at hiremoraba gp, mr9738-add brush, putty, sand paper at 2% on cost of paint at hiremoraba gp, mr9735-add brush at 1% on cost of paint at hiremoraba gp, mr9725-mason class i (with tools) at hiremoraba gp, mr9724-mason class ii (with tools) at hiremoraba gp, mr9690-painter class i at hiremoraba gp, mr9688-unit cost as per the specification at hiremoraba gp, mr9678-mixer (concrete) - 1 cum capacity at hiremoraba gp, mr9677-mixer (concrete small used in culvert) at hiremoraba gp, mr9676-hom of welding and grinding machine at hiremoraba gp, mr9673-hom of cutting and grinding machine - 1 at hiremoraba gp, mr9672-hom of cutting and grinding machine at hiremoraba gp, mr9640-brick at hiremoraba gp, mr9609-add at hiremoraba gp, mr9607-welder grade i at hiremoraba gp, mr9603-mechanic class ii/mechanic hmp grade i/eme grade at hiremoraba gp, mr9598-fitter class i at hiremoraba gp, mr9586-tractor with trolley at hiremoraba gp, mr9554-tmt bars fe 500 at hiremoraba gp, mr9535-size stone 20 x 20 x 25 cms at hiremoraba gp, mr9534-silver oak or equivalent planks 38 mm thick at hiremoraba gp, mr9522-ready mix primer paint (ready mix red lead paint) at hiremoraba gp, mr9487-jungle wood runners and planks at hiremoraba gp, mr9463-enamel metal paint at hiremoraba gp, mr9455-corbon electrodes at hiremoraba gp, mr9445-casurina poles 75 - 100 mm dia at hiremoraba gp, mr9444-casurina poles 100 - 150 mm at hiremoraba gp, mr9443-cast iron spike at hiremoraba gp, mr9434-burnt bricks class 35 (non modular) at hiremoraba gp, mr9433-broken stone aggregate 40 mm size at hiremoraba gp, mr9432-broken stone aggregate 20 mm size at hiremoraba gp, mr9431-broken stone aggregate 12 mm to 10 mm size at hiremoraba gp, mr9426-boulders at hiremoraba gp, mr9424-bond stone 20 x 20 x 45 cm at hiremoraba gp, mr9408-40 x 6 mm ms plates at hiremoraba gp, mr9402-16 x 16 mm ms square rod at hiremoraba gp, binding wire at hiremoraba gp, display board at hiremoraba gp, coarse sand (zone iii)0982- at hiremoraba gp, water proofing cement paint at hiremoraba gp, portland cement 0367- at hiremoraba gp

CTN :41252660

06 Aug, 2025 12.57 Lacs

Koppal - Karnataka

Tender For supplying materials to solid waste management unit at kolur village of koppal district - broken stone aggregate 40mm size., broken stone aggregate 20,mm size., broken stone aggreate 12, mm to 10,mm size, coarse sand (zone -lll), portland, cement., mixer (concrete) - 1,cum capacity., add watering charges, at 1 % on material., silver oak or equivalent, planks, jungle wood,runners and planks, casurina poles, 75 - 100 mm dia, add handling , loading and unloading at 2 % on material, casurina poles 100 - 150,mm, plasticizer, / super plasticizer., hom of vibrator 0.71, days., size stone, 20 x 20 x 25 cms., bond stone 20 x 20 x 45, cm, boulders,.,, mixer ( concrete small, used in culvert), mason class l (with tools), mason class ll (with tools), stone, chistler class ll, add watering, charges at 1 % on labor, tmt bars fe, 500, binding, wire, burnt bricks class 35, (non modular), add handling , loading and unloading at 1 % on material, t section,, mullion section,, ms clamps,, handles,, hinges 5 heavy duty,, stays,, tw beading for fixing glass,, reeded glass 2 mm thick,, z section,, fitter class l, welder grade, l, add,., ready mix primer paint (ready miix red lead paint), add wire brush, fine steel wool, putty , sand paper , at 3 % on cost of paint, painter class l, add providing and removing scaffolding at 3 % on labour, mathi/ nandi wood planks for panels 25 mm thick, add cutting and other wastage 5 %, hom, of machinaries for planing, mathi/nandi wood, scantling, broken granite, metal 12.5 mm., broken granite, metal 10 mm., weld, mesh 75 x 25 mm of 6g to 10g., ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length, at 4.5 kg per metre., ms angle iron 40mm x 40mm x 6mm, 23 metre in length, at 3.5 kg per metre., gusset plates, 6 mm thick., base plate / base plate.,, anchor, bolts 750mm.,, corbon, electrodes, hom of welding, and grinding machine.,, hom of cutting and grinding machine., enamel metal, paint, add brush at 1 % on cost of paint, tools and plants and electrical charges at 2%, unit cost as per the, specification., enamel paint.,, add brush , putty , sand paper , roller at 5 % on cost of paint, dia 50mm ms hollow pipe b class 14 gauge,., ms square rod,. 16 x 16 mm, ms plates,. 36 mm x 6mm, ms plates,. 40 x 6 mm, cast iron spike,., ball bearing hinges heavy duty.,, anticorrosive,. bituminous paint (black), mechanic class ll / mechanic hmp grade l/eme grade, hom of cutting,. and grinding machine - 1, tools and plants at 2 % on material, transportation loading,. and unloading at 1% on material, rcc cap 1000 mm dia , 100 mm thick, transportation charges of materials beyond 5 km at 10 %, cost of 6.5 mm m, s. coil, fabrication, charges, pvc pipe of 10kg cum,140 mm,., indian type water closet, of size 580 mm of specified make with footrests, trap, 100 mm, s or p, add white lead paint , gasket , cement , sand for making good the wall and floor at 2 % on material, tractor - 40 hp,., electrification,., display board,.

CTN :41151246

02 Aug, 2025 5.63 Lacs

Shikaripura - Karnataka

Tender For supply of required materials for construction of sanjeevini shed at saluru gp shikaripura taluk shivamogga district - rcc ring 0.90 m dia(sgp sk), rcc concrete cap 1.00 m dia(sgp sk), pvc pipes 10kgf / sqcm 90mm outer dia(sgp sk), chlorinated polyvinyl - chloride (cpvc) pipe 25 mm outer dia(sgp sk), lead or pvc connection pipe 32mm dia (for wash basin)(sgp sk), c.i. / m.s. brackets for flushing cistern(sgp sk), brass stop cock(sgp sk), cp brass waste 32 mm of standard pattern(sgp sk), cp brass chain with plug(sgp sk), copper plated brass piller tap 15mm(sgp sk), white vitreous china clay flat back wash basin size 550x400mm(sgp sk), g.i. overflow pipe 20mm dia(sgp sk), black plastic seat with lid as specified(sgp sk), white glazed/viterous china clay 10lts low lwvwl flushingcistern, with fittings and brackets and 40 mm white c.p. flush pipe(sgp sk), european type water classet of specific make(sgp sk), corbon electrodes(sgp sk), anchor bolts 750mm(sgp sk), base plate / base plate(sgp sk), gusset plates 6 mm thick(sgp sk), ms angle iron 40mm x 40mm x 6mm, 23 mtr in length at 3.5 kg per mtr(sgp sk), ms angle iron 50mm x 50mm x 6mm 33.8 mtr in length at4.5 kg per mtr (sgp sk), polyenthylene water storage tank of specified capacity l(sgp sk), enamel paint(sgp sk), plastic emulsion paint(sgp sk), border tiles 30 x 10 cms(sgp sk), glazed tiles 300x450(sgp sk), white cement(sgp sk), ceramic tiles of size 30 x 30 cms(sgp sk), sal wood (white)(sgp sk), enamel metal paint(sgp sk), ready mix primer paint (ready mix red lead paint)(sgp sk), ms flat(sgp sk), m.s rods(sgp sk), thick plain glass 5.50 mm (sgp sk), chrominum plated screws(sgp sk), cleat angles(sgp sk), alluminium handles - 15 mm(sgp sk), alluminium tower bolt - 20 cm(sgp sk), pvc edge beading(sgp sk), rubber beading for shutters beading(sgp sk), aluminium window frame section 1.20 mm thick(sgp sk), honnewood planks for panels 20 mm thick(sgp sk), honne wood(sgp sk), vitrified tiles 600x600 mm(sgp sk), solid concrete block (40x 15 x 20 cms)- 5.00 n/sqmm(sgp sk), burnt bricks class 35 (non modular)(sgp sk), jungle wood runners and planks(sgp sk), casurina poles 75 - 100 mm dia(sgp sk), casurina poles 100 - 150 mm(sgp sk), silver oak or equivalent planks 38 mm thick(sgp sk), stone at quarry(sgp sk), boulders(sgp sk), bond stone 20 x 20 x 45 cm(sgp sk), size stone 20 x 20 x 25 cms(sgp sk), binding wire(sgp sk), tmt bars fe 500(sgp sk), plasticizer / super plasticizer(sgp sk), portland cement(sgp sk), coarse sand (zone iii)(sgp sk), broken stone aggregate 12 mm to 10 mm size(sgp sk), broken stone aggregate 20 mm size(sgp sk), broken stone aggregate 40 mm size(sgp sk)

CTN :41166591

29 Jul, 2025 12.56 Crore

Araria - Bihar

Tender For rrsmp/25-26 araria/10 - pmgsy bhika more to barbanna mmgsy via bhika west, clearing and grubbing :- clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders :- construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material(grade ii) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., water bound macadam gr iii :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., semi dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., pavement quality concrete (pqc) :- construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., km stone, 200 m stone, retro-reflectorised traffic signsproviding and erecting direction and place identification retro-\reflectorised sign as per irc:67 made of

CTN :41166592

29 Jul, 2025 3.57 Crore

Patna - Bihar

Tender For rrsmp/25-26 gaya/03 - construction of road chakand hospital more to hasanpur via post office under mmgsuy head in sadar gaya block, clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements as per technical specification clause 202. :- dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, construction of subgrade and earthen shoulders :- construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. for grading i material, wbm grading 3 :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., panel concrete pavement (pqc) :- construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing , reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone, providing and fixing logo of project :- providing and fixing of typical mmgsuy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled

CTN :41166593

29 Jul, 2025 25.25 Crore

Patna - Bihar

Tender For rrsmp/25-26 gaya/05 - 1)name of work: construction of road gaya nawada road to eroo south tola under mmgsuy head in wazirganj block, clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders :- construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401.for grading ii material, wbm grading 3 :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., panel concrete pavement (pqc) :- construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing , hard shouldering :- laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kn as per technical specification clause 412, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone, providing and fixing logo of project :- providing and fixing of typical mmgsuy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with pr

CTN :41166594

29 Jul, 2025 3.31 Crore

Patna - Bihar

Tender For rrsmp/25-26 gaya/04 - construction of road from kariyadpur to indrapur under mmgsuy head in tankuppa block, clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders :- construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401.for grading ii material, wbm grading 3 :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., mix seal surface :- providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509, semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., panel concrete pavement (pqc) :- construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per app

CTN :41166595

29 Jul, 2025 12.69 Crore

Patna - Bihar

Tender For rrsmp/25-26 gaya/02 - construction of road dumari chhati bridge to dundu village under mmgsuy head in fatehpur block, clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, construction of subgrade and earthen shoulders :- construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. for grading i material, wbm grading 3 :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., mix seal surface :- providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509, bituminous macadam :- providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggrega

CTN :41166599

29 Jul, 2025 10.89 Crore

Bagaha - Bihar

Tender For rrsmp-25-26 bagaha-1-04 - phagunahta to phagunahta sah tola, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii) km stone, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.iii) 200 m stone, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. i)600 mm equilateral & triangle,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. ii)600 mm circular ,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. iii)600 mm x 450 mm rectangular,, providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. at edge for cc portion, providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate w

CTN :41166600

29 Jul, 2025 22.77 Crore

Bagaha - Bihar

Tender For rrsmp/25-26 bagaha-1/01 - bathwariya to bathwariya purab tola, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii) km stone, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.iii) 200 m stone, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. i)600 mm equilateral & triangle,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. ii)600 mm circular ,, providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. iii)600 mm x 450 mm rectangular,, providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. at edge for cc portion, providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate

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