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CTN :36246906 Due date: 17 Jun, 202417 Jun, 2024 NA
Tender For supply of ordinary portland cement grade 53 , sand fine best quality , stone aggregate graded 10 to 20mm , stone aggregate graded 20 to 40mm , stone aggregate graded 40 to 63 hardcore , prior sub base course 30 to 35cm dia , precast cement concrete brick , 400 microne thick polythene film , chloride free accelerating , water reducing admixtures , wet hasseing cloth , 12mm dia ployethelene backu rod , 10mm dia polyethelene backup rod , primer for sealing compound , polyurethane based ceiling compouned , acrylic based pavement road marking paint , vibrator needle 60mm , needle 60mm for vibrator , pan mortar , spade medimum size , shovel , hammer 500 gm , hammer 1 kgs , mason hammer , bucket plastic 20 ltr , measuring tape 30 mtr , measuring tape 5 mtr , water pipe , trawler bricks , trawler rectangular iron , aluminium rectangle pipe , mason thread , water level , plum bob , mason square , sprit level , leather hand gloves , gum boots , cutter plier , hdpe drum 200 ltr , groove cutting machine , nails all size , cube moulds , wheel barrow

CTN :36246910 Due date: 17 Jun, 202417 Jun, 2024 NA
Tender For supply of ordinary portland cement grade 53 , sand fine best quality , stone aggregate graded 10 to 20mm , stone aggregate graded 20 to 40mm , stone aggregate graded 40 to 63 hardcore , prior sub base course 30 to 35cm dia , precast cement concrete brick , 400 microne thick polythene film , chloride free accelerating , water reducing admixtures , wet hasseing cloth , 12mm dia ployethelene backu rod , 10mm dia polyethelene backup rod , primer for sealing compound , polyurethane based ceiling compouned , acrylic based pavement road marking paint , vibrator needle 60mm , needle 60mm for vibrator , pan mortar , spade medimum size , shovel , hammer 500 gm , hammer 1 kgs , mason hammer , bucket plastic 20 ltr , measuring tape 30 mtr , measuring tape 5 mtr , water pipe , trawler bricks , trawler rectangular iron , aluminium rectangle pipe , mason thread , water level , plum bob , mason square , sprit level , leather hand gloves , gum boots , cutter plier , hdpe drum 200 ltr , groove cutting machine , nails all size , cube moulds , wheel barrow

CTN :35995330 Due date: 22 May, 202422 May, 2024 NA
Tender For bid to ras corrigendum : supply of cement , course sand , stone aggregate 20 and 40mm , plain glass 5 mm thick , glassputty , precast cement concrete block 300x300x200mm , synthicic enamel paint , painting brush 4 , painting brush 2 , aluminium handle 5 , aluminium tower bolt 8 , aluminium slinding bolt 12 , iron hings 4 , steel screw , silicon adhesive gun , m-seal 1000 gm , door closer , door stopper , tarpet roll 20 mtr per roll , change over switch 100 amp , wp wire 10 sqmm , mcb box 4 way , mcb dp 20 amp , mcb 6 amp , insulation tape roll , rubber tape , pvc cashing caping 3 mtr 25x15 mm , pvc wire 1 5 mm , led tube ligth completed fitting 32 wt , pvc batten holder , pvc gang box 4 way , pvc gang box 8 way , p t 5 amp switch , p t 5 amp socket , nut bolt 2 inch , nut bolt 4 inch

CTN :35995418 Due date: 23 May, 202423 May, 2024 NA
Tender For bid to ras corrigendum : supply of cement , course sand , stone aggregate 10 mm , stone aggregate 20 40mm , reinforcement steel bar , ms pipe tube plate , welding rod , galvanized iron corrugated sheet , angle iron 40x40x6 mm , ply board 32 mm , gi plain jali , wooden batten 2 , precast cement concrete block , synthicic enamel paint , painting brush 4 inch , painting brush 2 , aluminium handle 5 , aluminium tower bolt 8 , aluminium slinding bolt 12 , iron hings 4 , steel screw , door closer , door stopper , wp wire 10 sqmm 90 mtr per , mcb box 4 way , mcb dp 20 amp , mcb 6 amp , insulation tape roll , rubber tape , pvc cashing caping , pvc wire 1 5 mm , led tube ligth , pvc batten holder , pvc gang box 4 way , pvc gang box 8 way , p t 5 amp switch , p t 5 amp socket

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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