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Cc Pavement Tenders

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corporations/Associations/Others

CTN :42973196 Due date: 15 Dec, 202515 Dec, 2025 5.83 Crore
Tender For improvement by strengthening of tilting balconies by m.s. framework, ceramic glazed wall and floor tiles in flats, staircases and overhead rcc tanks, replacement of existing m.s. windows with aluminium windows, laying vacuum dewatering cc pavement

State Government

CTN :42983465 Due date: 04 Dec, 202504 Dec, 2025 2.00 Crore
Tender For up gradation of circular road around awahdevi temple km 000 to 1 800 in district hamirpur hp sh removal of formation deficiency construction of r wall construction of parapet pcc side drain mt works cc pavement paverblock hume pipe culvert road furniture under nabard ridf

State Government

CTN :42995732 Due date: 06 Dec, 202506 Dec, 2025 14.84 Lacs
Tender For construction of r/wall at rd 0/640 to 0/665, cc pavement at rd 0/570 to 0/680, p/l 20mm thick premis carpet in km 0/680 to 0/930 v-shape drain at rd 0/680 to 0/900 0/950 to 0/990).

State Government

CTN :42995741 Due date: 06 Dec, 202506 Dec, 2025 21.78 Lacs
Tender For p/l cc pavement at rd 0/00 to 0/100, p/l gsb m/t in km 1/450 to 2/00). (under mmgsy)

State Government

CTN :42915120 Due date: 03 Dec, 202503 Dec, 2025 90.65 Lacs
Tender For - rmc to mawasa - clearing and grubbing road land 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 morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying 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 morth specification clause 305.4.3, 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 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion 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 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), 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 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator machine complete wi

State Government

CTN :42966383 Due date: 04 Dec, 202504 Dec, 2025 30.00 Lacs
Tender For name of work:- rmc to nagpura. - clearing and grubbing road land 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 morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying 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 morth specification clause 305.4.3, 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 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion 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 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), 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 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator mach

State Government

CTN :42955524 Due date: 04 Dec, 202504 Dec, 2025 21.96 Lacs
Tender For providing and laying cc pavement and improvement of drains at jjc at jharkhand road, b block, kusumpur pahari, mehrauli ac-45

Central Government/Public Sector

CTN :42964477 Due date: 15 Dec, 202515 Dec, 2025 2.34 Crore
Tender For patch repair work of bituminous road at different stretches from rls to etp via chp under bharatpur ocp.

corporations/Associations/Others

CTN :42996156 Due date: 08 Dec, 202508 Dec, 2025 47.28 Lacs
Tender For construction of retaining wall along cc pavement and maintenance of old damaged r.c.c. culvert at i.a. sandila distt. hardoi

Corporations And Associations And Others

CTN :43000672 Due date: 10 Dec, 202510 Dec, 2025 1.35 Crore
Tender For improvement and development of prahladpur khera road by providing cc pavement from main bawana road to dda land in village prahladpur in ward no. 29, pooth khurd in narela zone
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