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Geogrid Tenders

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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :36074750 Due date: 31 May, 202431 May, 2024 NA
Tender For bid to ras supply of sil plate mass or kaowool seal coat ht coating material (q3)

CTN :36145796 Due date: 28 May, 202428 May, 2024 NA
Tender For supplying and laying of woven geogrid of strength 100 kn at haldwani station under aden kpv

Central Government/Public Sector

CTN :36152048 Due date: 29 May, 202429 May, 2024 NA
Tender For supply of spare parts - assy fly wheel with ring gear , srdg ball baring , assy pressure plate , assy clutch disc , assy clutch release bearing , shim , ptfe seal , gasket , coupling flange forging , hex nut , dowel pin , circlip lock , snap ring , roller bearing , deep groove ball bearing , drive shaft , revers gear , main shaft , carrier , retention spring , synchro ring , needle case , needle cage , helical gear , shifter sleeve , engaging gear , collar bush , engaging gear , roller cage , shaft , needle cage skewed , reverse idler gear , tapper roller bearing , constant mesh gear , assy clutch master cylinder , assy clutch sleeve cylinder , assy thrust rod with lock , tandem master cylinder , wheel cylinder front , assy wheel cylinder rear , primary brake lining , secondary brake lining , hollow rivet , tube assy , lock washer , grooved nut , oil seal , assy water pump , speedo meter assy sensor , reverse light switch , assy universal joint , steering spindle bottom , assy sleeve spindle for gl coat spindle , bush rear shocker observer , element air cleaner , vacuum indicator , air cleaner top cover o ring , hose clamp all size , popular shaft bolt with nut , popular shaft lock plate , gear box top cover bolt , anabond tube , emery paper , ecm relay , fuse coupler , front indicator assy both side , front side indicator assy both side , push bulb , star crew , single point bulb , fuse , wiper blade , horn , horn relay , insulation tape , horn thimble , lt wire

Central Government/Public Sector

CTN :36152116 Due date: 30 May, 202430 May, 2024 46.98 Lacs
Tender For earth work in excavation by mechanical means , hydraulic excavator or manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m. all kinds of soil. , surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish , lead upto 50 m and lift up to 1.5 m. all kinds of soil. , providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder , transported to site by tippers , laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade , level and alignment and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density , complete as per specificatons and directions of eic. 50 to 100 mm average compacted thickness with bitumen of grade vg30 , 3.50 percent (percentage by weight of total mix) prepared in batch type hot mix plant of 100 to 120 tph capacity. , providing and applying tack coat using hot straight run bitumen of grade vg 10 , including heating the bitumen , spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler , cleaning and preparing the existing road surface as per specifications- on bituminous surface 0.50 kg per sqm , providing and laying seal coat of premixed fine aggregate with bitumen using 128 kg of bitumen of grade vg10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface , including rolling and finishing with road roller all complete.

Central Government/Public Sector

CTN :36126954 Due date: 28 May, 202428 May, 2024 NA
Tender For ratlam- dr. amdedkarnagar - tftr (biaxial geogrid) - 10.853 tkm

State Government

CTN :35912608 Due date: 10 Jun, 202410 Jun, 2024 1.85 Crore
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 Due date: 10 Jun, 202410 Jun, 2024 2.46 Crore
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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