Latest gitty Tenders | Government gitty Tenders

CTN :41114375

04 Aug, 2025 NA

West Kameng - Arunachal Pradesh

Tender For bid to ras supply of cpvc pipe 20 mm isi mark, cpvc pipe lbow 20mm isi mark, cpvc pipe tee 20mm isi mark, cpvc pipe union 20mm isi mark, cpvc pipe reducer 20mmx40mm isi mark, cpvc pipe stop valve 20mm isi mark, cpvc pipe plain socket 20mm isi mark, cpvc pipe f m brass socket 20mm isi mark, cpvc pipe f m brass l bow 20 mm isi mark, cpvc pipe f m brass tee 20 mm isi mark, cpvc pipe male brass socket 20mm isi mark, cpvc pipe male brass socket 20mm x 15mm isi mark, taplon tape, cpvc pipe fixing gum solvent 200ml, pvc bip cock 20 mm isi mark, wall shower stainless steel, gyser connecting pipe, wash basin with 2 way tape, urinal hose pipe, wash basin wast pipe, wash basin coupler, hdpe clamp saddle 38 mm x 38 mm or 1.5x1.5 inch , hdpe clamp saddle 2.5 inch x 0.5 inch or 63x15 mm, faucet spray stainless steel, pvc pipe 4 inch dia 10 feet long, pvc pipe elbow 4 inch dia , pvc pipe tee 4 inch dia , pvc pipe socket 4 inch dia , pvc pipe elbow with out door 4 inch dia, pvc pipe 3 inch dia 10 feet long, pvc pipe elbow 3 inch dia, pvc pipe tee 3 inch dia, pvc pipe socket 3inch dia, pvc pipe fixing gum solvent 1000ml, connecting pipe 1.5mtr, hexo blade 12 inch x 0.5 inch x0.025 inch, water tank 1000ltr isi mark, water tank 2000ltr isi mark, ply wood 19mmx8 ft x4 ft isi mark, ply wood 12mmx8 ft x4 ft isi mark, ply wood 06mmx8 ft x4 ft isi mark, ply wood 04mmx8 ft x4 ft isi mark, but hinges steel 2 inch, door stopper aluminium, nut & bolt 2 inch x 4mm for sliding bolt, wooden paper tape, door lock made by godrej, steel rod for curtain 12 ft long, steel curtain holder for steel rod, steel rod for curtain bracket wall, steel rod for curtain end cap ball, plastic gitty, fevicolsh, dendrite 998sr, touch wood, grinder machine sand papper 80 gritt, grinder machine sand papper 40 gritt, emery papper grit 120, emery papper grit 80, sunmica laminate 8 ft x4 ft, sunmica cutter, pbs roll 20 mtrs per roll, star black screw 1 inch, tower rail stainless steel, hand towel ring stainless steel, looking mirror 2 ft x4 ft, wall mixture stainless steel, pvc cooper wire 2 core 6.0 sqmm isi mark, pvc cooper wire 2 core 4.0 sqmm isi mark, pvc cooper wire 2 core 1.5 sqmm isi mark, pvc cooper wire single core 4.0 sqmm isi mark , pvc cooper wire single core 2.5 sqmm isi mark, pvc cooper wire single core1.5 isi mark, square box for holder, pvc switch bord 6 inch x8 inch, pvc switch bord 4 inch x7 inch, pvc switch bord 4 inch x4 inch, tester kit set, 1 way switch 6 amp isi mark, 1 way switch 16 amp isi mark, 5 pin socket 16 amp isi mark, 5 pin socket 6 amp isi mark, led tube light 20 watt isi mark, led bulb 23 watt isi mark, led bulb 18 watt isi mark, led bulb 15 watt isi mark, led bulb 09 watt isi mark, led bulb 0.5 watt red color isi mark, led bulb 0.5 watt green color isi mark, hammer drill bit 12mm 12 inch long, hammer drill bit 08mm, hammer drill bit 06mm, hammer drill bit 05mm, exhaust fan 1 ft x1 ft isi mark, mcb db box 2 pole, mcb db box 4 pole, mcb db box 6 pole, mcb db box 8 pole, led celling down light 20 watt (isi mark), insulation tape 3 by 4 inch x 9 mtr long, batton holder 6 amp isi mark, geyser 15 ltr isi mark, white distemper obd, pale cream distemper obd, pale cream paint obd, white paint enamel, black paint enamel, golden yellow paint enamel, blue paint enamel, red paint enamel, wood primer, wall putty, brown paint enamel, polish yellow, painting brush 1 inch, painting brush 2 inch, painting brush 3 inch, painting brush 4 inch, painting brush 6 inch or 5 inch, m seal small packet, tile cutter blade 4inch dia, glass cutter, glass putty, white cement, j hook with nut and washer, water closet with p trap indian type

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 :41209675

16 Aug, 2025 NA

Bathinda - Punjab

Tender For supply of pvc pipe , fastener , conduit pipe , casing caping , machine screw , fenolic sheet , gitty , pvc uclip , taperoll , backplate , gi sunken box

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

CTN :41166619

29 Jul, 2025 35.91 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/04 - bishu baba sthan(hanuman mandir ) to adiasi tola karwa rahika, 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 requ

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