Latest morrum Tenders | Government morrum Tenders

CTN :41247321

12 Aug, 2025 23.50 Lacs

Multi City - Karnataka

Tender For supply of various materials for construction of new works in halebankapur gp limit under mahatma gandhi national rural employment guarantee scheme phase-01 - 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 :41257709

07 Aug, 2025 4.54 Lacs

Khanapur - Karnataka

Tender For supply of materials for development of a public cemetery and construction of a crematorium in tirthakunde village of khanapur taluka. - rubble stones.,, quarry spalls.,, broken stone aggregate 40 mm size,, broken stone aggregate 20 mm size,, broken stone aggregate 12 mm to 10 mm size,, coarse sand (zone iii),, portland cement,., mixer (concrete) - 1 cum capacity.,, silver oak, or equivalent planks 38 mm thick.,, jungle wood runners and plank.,, casurina poles 100 - 150 mm.,, ms flat,., bolts and nuts,, plasticizer / super plasticizer.,., hom of vibrator 0.71 days.,, solid concrete blocks (40x20x20cms) 4.00 n/sqmm, mixer (concrete small used in culvert.), granite / trap broken metal 100 mm and down size, base plate/ base plate, anchor bolts 750mm.,, corbon electrodes.,, welder grade i,, hom of welding and grinding machine.,, add-01, hom of cutting and grinding machine.,, ready mix primer paint (ready mix red lead paint).,, painter class i.,, enamel metal paint.,, unit cost as per the specification,, plastic emulision paint 01, tractor - 40 hp.,, gravel 2.36 mm/murrum,, laboratory asst. (sslc passed)/mate/supervisor,, wheeled dozer (d50 beml),., motor grader 3.35 meter blade.,, water tanker,, vibratory roller 8 tonne,., crushed stone course aggregate 53.,, granite metal 40 mm.,, granite metal 20 mm.,, rcc pipes np2 600mm dia including collars.,, mason class ii (with tools).,., mason class i (with tools).,.,, a 12x12xgauge g.i.wire 100 mtr at ts.800/per m, fitter class i-02, tmt bars including 5 per cent or overlaps and wastage, crane charges., ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at4.5 kg per metre, ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre,., tmt bars fe 500,., gusset plates 6 mm thick.

CTN :41179802

07 Aug, 2025 23.50 Lacs

Multi City - Karnataka

Tender For supply of various materials for construction of new works in chandapur neeralakatti gp 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 :41146440

11 Aug, 2025 NA

Bikaner - Rajasthan

Tender For supply of view cutter fence : : - ppgi sheet , laip for view cutter , ms square tube 25 mm x25 mm as stiffener , painting , cement bags , aggregate size 20mm , course sand , screw 25 mm , red oxide primer , installation charges , barbed wire 2 layer 2.24mm

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 :41166603

29 Jul, 2025 8.83 Crore

Patna - Bihar

Tender For rrsmp/25-26 gaya/01 - construction of road domuhan road - tirkha under mmgsuy head in bodh 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, excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, 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

CTN :41166611

29 Jul, 2025 34.76 Crore

Patna - Bihar

Tender For rrsmp/25-26 barsoi/03 - abadpur to jagarnathpur, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., excavation in soil using hydraulic excavator and tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, 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 & earthen shoulderconstruction 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 (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wbm grading 3providing, 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., a (by manual means ), wmm(wet mix macadam)providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity)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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributo

CTN :41166612

29 Jul, 2025 31.53 Crore

Patna - Bihar

Tender For rrsmp/25-26 barsoi/05 - bangali tola to pmgsy road, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of subgrade & earthen shoulderconstruction 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 (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wbm grading 3providing, 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., a (by manual means ), prime coat (low porosity)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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per irc:sp:98-2013, 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 concreteproviding 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, ro

CTN :41166613

29 Jul, 2025 6.58 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/02 - repair of road from jalalgarh railway gumti to mahiyarpur via chauhan tola, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of subgrade & earthen shoulderconstruction 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 (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wmm(wet mix macadam)providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity)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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., semi-dense bituminous concreteproviding 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., cement concrete/panel concrete pavementconstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383 as per actual design mix, processing 28 days minimum compressive strength of 35 (thirty five) mpa and minimum flexural strength of 4.5 (four point five) mpa, 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, constructi

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