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Bid Submission Date Range
Tender Value

CTN :36315859 Due date: 13 Jun, 202413 Jun, 2024 2.75 Lacs
Tender For supplying and mixing of chemical for disinfection of water for swimming pools with filtration plant at all weather swimming pool sector - 23, chandigarh

CTN :36315860 Due date: 13 Jun, 202413 Jun, 2024 1.60 Lacs
Tender For supplying and mixing of chemical for disinfection of water for swimming pools with filtration plant at nursery sector-23, chandigarh (ch to annual maintenance of swimming pool at nursery sector-23, chandigarh

Central Government And Public Sector

CTN :36273460 Due date: 10 Jun, 202410 Jun, 2024 NA
Tender For open tender enquiry for handling contract job for spraying, mixing of concentrated spent wash and press mud at bio-compost yard at hbl s lauriya plant, west champaran, bihar

CTN :36252234 Due date: 17 Jun, 202417 Jun, 2024 4.12 Lacs
Tender For repair of steel stair internal wall in nox building and acid mixing area mixed spent acid storage tank area steam line structure and acid line rack column in plant area at ofn, rajgir

CTN :35703209 Due date: 05 Jun, 202405 Jun, 2024 4.50 Crore
Tender For corrigendum : estimate for remodeling reconstruction of uppli disty rd 24224 to 112490 by concrete lining m15 concrete mix mixed in automatic batching and mixing plant carried to site of work in transit mixers of laid manually slice rd 43440 to 61540

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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