Latest passage repair Tenders | Government passage repair Tenders

State Government

CTN :36298099

11 Jun, 2024 7.95 Lacs

Thodupuzha - Kerala

Tender For preparation of foundation for embankment scarifying existing bituminous surface wet mix macadam prime coat low porosity with packed bitumen rates tack coat with packed bitumen rates 20mm thick open graded premix carpet using bituminous

State Government

CTN :36298153

12 Jun, 2024 7.95 Lacs

Thodupuzha - Kerala

Tender For preparation of foundation for embankment scarifying existing bituminous surface wet mix macadam prime coat low porosity with packed bitumen rates tack coat with packed bitumen rates 20mm thick open graded premix carpet using bituminous

State Government

CTN :36312716

21 Jun, 2024 10.00 Lacs

Reasi - Jammu And Kashmir

Tender For restoration of various roads in pwd randb sub division arnas by way of providing and laying of bitumen penetration macadam

State Government

CTN :36299263

14 Jun, 2024 1.94 Lacs

Jhargram - West Bengal

Tender For pre-monsoon repair of principal road, cdp road and other roads in jhargram municipality area by bituminous macadam, tack coat, p.c. and p.s.c. under jhagram division, pwd in the district of jhargram, during the year 2024-25.

Corporations And Associations And Others

CTN :36228543

12 Jun, 2024 3.70 Lacs

Panchkula - Haryana

Tender For corrigendum : providing and laying of bituminous macadam and bituminous concrete near plot no.991 to 991-a in sector-2 and near plot no. 53, 53-a, 53-b, 53-c and 53-dp in sector-4, panchkula

CTN :36286953

22 Jun, 2024 NA

Jammu - Jammu And Kashmir

Tender For laying of synthetic volleball court with chain linkfencing poles led lights and allied accessories - laying of volleyball , supply of laying , supply stacking , pl wet macadam , artificial grass truff , white line mark , volleyball referee chair , chain link fencing , accessories

CTN :36041174

08 Jun, 2024 NA

Chamoli - Uttarakhand

Tender For corrigendum : upgradation of malari helipad - m and l for 300mm thick compacted thickness granular subbase two layer of 150mm each layer of grading v , layingand compacting 150mm thick compacted thickness laid intwo layers of 75mm each layer wet mix macadam , m and lfor sand filling 10mm thick above dlc , m and l forpavement quality concrete pqc of minimum 28 days field flexural strength of 45 kg pper scm or 4.5 mpa , supplyonly polyster non circular 6 12mm long with circum circlediameter 30 to 35 micron , 30mm dia polythene backer rodfor filling of expansion joint complete , m and l for 350gmplyurethane sealant tube as joint sealer compound , quicksetting compound complete , precast kerb stone m 40graded isi marked of size 300mm x 300mm x 250mm

CTN :36251061

18 Jun, 2024 NA

Pulwama - Jammu And Kashmir

Tender For supply of civil work , supply , supply and stacking of graded stone , pl wet mix macadam , artificial grass truf 40mm , volleyball court flood lighting , volleyball referee chair , chain link fancing , volleyball net, volleyball 4

State Government

CTN :35912608

10 Jun, 2024 1.85 Crore

Churu - Rajasthan

Tender For corrigendum : package no. rj-11-02/ml-np/2024-25 - missing link road from maharavansar to chhajusar border 2 km, 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 non-thorny jungle., construction of embankment with material obtained from roadway cutting. construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3, excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m. 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 morth specification clause 301.3, granular sub-base with well graded material (table 400-1). by mix in place method. construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount 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 morth specification clause 401. for grading iii material, 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 1 km 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., 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., 20mm thick open-graded premix carpet using bituminous (penetration 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 penetration 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. b : by mechanical means. case - ii : type b. bitumen (vg-30)., construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per desig

State Government

CTN :35912634

10 Jun, 2024 2.46 Crore

Churu - Rajasthan

Tender For corrigendum : package no. rj-11-01/ml-np/2024-25 - missing link road from balrasar tanwaran to gaushala - 1 km, 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 non-thorny jungle., construction of embankment with material obtained from roadway cutting. construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3, excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m. 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 morth specification clause 301.3, granular sub-base with well graded material (table 400-1). by mix in place method. construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount 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 morth specification clause 401. for grading iii material, 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 1 km 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., 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., 20mm thick open-graded premix carpet using bituminous (penetration 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 penetration 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.b : by mechanical means.case - ii : type b. bitumen (vg-30)., kilometre stone. reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including p

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