Latest concrete hollow bloc Tenders | Government concrete hollow bloc Tenders

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 :41203405

14 Aug, 2025 NA

Kamorta - Andaman And Nicobar Islands

Tender For supply of materials/items for mgnrega works nancowry block for fy-2025-26 - rate for accssible ares (kamorta & nancowry islands), cement (o.p.c) 43-grade, crusher dust good quality, pulverised sand good quality, coarse sand good quality, boulder 40-90mm, stone aggregate 40 mm, stone aggregate 20 mm, stone aggregate 12.5/13.2mm, cement concrete hollow block 40x15x20 cms, cement concrete hollow block 40x10x20 cms, m.s flat various size, m.s angle various size, tmt steel bars various size, binding wire good quality, nailsvarious size, nut & bolt various size, j hook various size, coach screw with cap washer 2 , self type screw various sizes as per requirement, ply wood anti-termite (commercial), approved/ reputed brand. 12 mm thick, ply wood water proof & factory painted (marine), approved/ reputed brand. 19 mm thick, pre painted galvanised (ppgi) roofing sheet 9 feet, ppgi plain sheet 2 feet width, cement primer (reputed brand.) good quality, wood primer (reputed brand.) good quality, oil bound distemper (reputed brand.) good quality, synthetic enamel paint (reputed brand) good quality, painting brush (amar) various sizes, sliding bolt make classic 300x16mm, window handles (anodized) various sizes as per requirement, iron hinges various sizes as per requirement, tower bolt (anodized) various sizes as per requirement, w/c pan complete set make hindustan or any other reputed company indian type (460x440) mm, pvc pipe make hindustan 100 mm, pvc pipe 3 inch, thinner make sheenlac good quality, steel hand saw for wood good quality, saw file (triangular) 4 inch, augur 3/8 inch, wooden shuttering with propping good quality wood, g.i. wire mesh of dia. 4mm, pvc coated to achieve outer dia. not less than 5mm in required colour, shade and height. (reputed brand) mesh size 100x100mm, pre cast rcc post for fencing top width-12cm, bottom width-15cm, height-1.70m, main bars-4 nos.10mm dia, stirrups-8mm dia @100mmc/c spacing, rcc mix-1:1.5:3, pre-cast rcc hume pipe. inner dia-1.00m, length-1.00m, thickness-10cm, main bars-12mm dia, stirrups-10mm dia @100mmc/c spacing, rcc mix-1:1.5:3, pre-cast rcc hume pipe inner dia-0.50m, length-1.00m, thickness-10cm, main bars-12mm dia, stirrups-10mm dia @100mmc/c spacing, rcc mix-1:1.5:3, pre-cast rcc ring for c/o ring well inner dia-2.0m., height-30cm, thickness-8cm, vertical main bars- 8mm dia@10cm c/c spacing , and 3 nos. 8mm dia distribution bars of rcc mix-1:1.5:3, plump bob good quality, sledge hammer good quality, ball peen hammer good quality, try square good quality, trowel good quality, mixing pan good quality, pvc cowl 100mm, pvc door frame make rajshree 50x47mm wide 5mm thick, pvc door 30x50mm wide 5mm thick and 75mm wide pvc sheets for top rail, preparation & installation of citizen information board fully metallic board of (4x3) feet on 4 feet stand. black coloured board with information written in white and have to fix with concrete footing at work site, preparation & installation of citizen information board fully metallic board of (2x3) feet on 4 feet stand. black coloured board with information written in white and have to fix with concrete footing at work site, preparation & installation of citizen information board fully wooden board of (4x3) feet on 4 feet stand. black coloured board with information written in white and have to fix proper footing support., mooram good quality, epoxy paint standard, red oxide paint standard, welding charges arc welding, mixer machine (on hire) 10/7 cubic feet or 1 bag capacity, hiring of road roller8 tonne, precast rcc circular slab of 1.44 sqm,thickness-5 cm, main bars-8 mm dia, distribution bars-8mm dia @100mm c/c spacing, rcc mix-1:1.5:3, rate for inaccssible areas (katchal, teressa & chowra islands), cement (o.p.c) 43-grade, crusher dust good quality, pulverised sand good quality, coarse sand good quality, boulder 40-90mm, stone aggregate 40 mm, stone aggregate 20 mm, stone aggregate 12.5/13.2mm, cement concrete hollow b

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

CTN :41166621

29 Jul, 2025 3.66 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/06 - puran shah to farkiya hat (harijan 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, 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

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