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Tender For supply of portable collapsible protective wall baskets, galvanished welded mesh frame 2 cells per set of size 1.232 x 0.626 x 0.769 mtr under job no 2431 , heavy duty rcc hume pipe type np-3 of 300mm internal dia with collar length of each pipe is 2.50 mtr for drainage , cement opc 43 grade packed in hdpe bag each 50 kg wt confirming to is 8112- 1989 make-birla gold,ambuja,ultratech,acc,jk,dalmia for drainage , coarse sand free from vegetation for drainage , coarse aggregate 40mm graded for drainage , construction mtrl for retaining wall 100 mtr x 4.0 mtr ht size 8.00 mtr x 4.0 mtr ht -12.50 nos as per store list , hydraulic rock drill as per specification and store list attached
Tender For supply of b and r items - tiles ceramic 300 x 300 mm , tiles ceramic 400 x 400 mm , tiles ceramic 600 x 600 mm , tiles anti skid 300 x 300mm , tiles anti skid 400 x 400mm , sand natural , hollow block 400 x 200 x 200 mm , bricks clay , aggregate 20 mm , aggregate 40 mm , aggregate 63 to 150 mm , pbs roll 1m x 20m , ldpe sheet , aluminium window screen , acrylic sheet 6feet x 4feet x 4mm , wall putty , glass putty , synthetic enamel paint colour black , synthetic enamel paint colour white , synthetic enamel paint colour og , synthetic enamel paint colour red , synthetic enamel paint colour blue , synthetic enamel paint colour yellow , synthetic enamel paint colour green , synthetic enamel paint colour red oxide , fire retardant paint white , paint brush 2 inch , paint brush 3 inch , paint brush 4 inch , wood primer , thinner , white cement , wood varnish , welding rod , tower bolt 150 mm , sliding bolt for windows , self taping screw 2 point 5 inch , self taping screw 25mm eighteen and half kg , self taping screw 35mm twelve and half kg , self taping screw 50mm , self taping screw 75mm , self taping screw 80mm half kg , self taping screw 100mm , pp nylon 12mm rope 100 mtr long , pp nylon 16mm rope 100 mtr long , plywood 8feet x 4feet x 6mm , plywood 8feet x 4feet x 8mm , plywood 8feet x 4feet x 12mm , plywood 6feet x 3feet x 6mm , plywood 6feet x 3feet x 12mm , nails half inch , nails 1 inch , nails 1 point 5 inch , nails 2 point 5 inch , nails 2 inch , nails 3 inch , nails 4 inch , nails 5 inch , nails 6 inch , ms screw 15 mm 100 per pkt , ms screw 20 mm 100 per pkt , ms screw 25 mm 100 per pkt , ms screw 65 mm 100 per pkt , star screw black half inch half kg , star screw black 1 inch half kg , ms binding wire not less than 0.9m , hydraulic door closure , hdpe sheet 400 micron , hdpe laminated sand bag 75 x 40 cm , green fibre sheet 3mm , door stopper , door locking arrangement , hinges 50mm , hinges 75mm , door hinges 100mm long , hinges 150mm , door handle steel 8 inch , chrome plated butt hinges 4 inch , cgi sheet 810 x 1830mm long 0 point 63mm thick , cgi sheet 810 x 2410mm long 0 point 63mm thick , cgi sheet 810 x 3050mm long 0 point 63mm thick , cgi sheet 810 x 3657mm long 0 point 63mm thick , bow handle , fevicol , tarpaulin plastic 30 x 20 , curtain rod 10 feet , curtain end cup , curtain bracket , curtain rod and bracket with globe , door mat 58cm x 38 cm
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.
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
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