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Tender For corrigendum : protection, repair and maintenance of side slope with stone/boulder filled wire crates and stone pitching at bbmb colony sundernagar.
Tender For corrigendum : providing and laying of boulder stone crated studs along with boulder stone apron and pitching river ghaggar near village kangthala matauli to save nearby abadies and agriculture land
Tender For corrigendum : providing and laying of boulder and stone crated studs along with boulder stone apron and pitching on sagrapara near village sagra at save nearby abadies and agriculture land
Tender For corrigendum : supply of supply and stacking of construction materials c c--stone metal 40 mm , stone chips 20 mm , stone chips 10 mm , coarse sand , stone boulder
Tender For construction material purchase - construction material, cement (is) (rate 50kg per bag) ordinary portland cement (opc) ppc- portland pozzolana cement) 43 grade 53 grade, (is) thermo mechanically treated bars (tmt) mild steel rod (rate per kg) required in 6mm, 8mm, 10mm, 12mm, 16 mm dia, sand (white sand) (rate per cubic metre) excluding void is: 1542 is : 2166 for using it in construction works, aggregate (rate per cubic metre) excluding void 20 mm nominal size graded stone aggereate, hard moorum (rate per cubic metre) excluding void hard murum having cbr>12%, stone dust (rate per cubic metre) crusher stone dust, brick (rate per thousand numbers ) (size 190*90*90mm) well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process crushing not less than 40 kg/cm to and water absorption not more than 15%, floor tiles (rate per square feet) size 300x300 mm size 600x600mm ceramic glazed tiles is tiles thickness 6 to 7 mm, wall tiles (rate per square feet ) size 300x450mm ceramic glazed tiles is tiles thickness 6 to 7 mm, pavar block (per nos) size dimensions : 200 x 160 mm thickness 60 mm - 80 mm, kota stone (per sqt) thickness 25mm - 30 mm, western commode (rate per each) size 360 mm x 475 mm x 395 mm anti germ fluro polymer coated water closet european type w c pan size 360x475x395 mm with solid poly propelyne made soft closing seat cover, wash basin (rate per each) 570mm x 470mm x 190mm all fittings and fixtures, door frame (rate per kg) size 100m x 50mm x 1.6mm profile c of 1.6mm thick single rebate is 4351 manufactured from commercial mild steel sheet, flush door (rate per kg) size 1800mm x 850 mm and 35 mm is marked flush door shutters is : 2202 (part 1) decorative type core of block board constructred with frame i st class hard wood and well matched teak 3 ply veneering with verical or cross bands and face veneers on both faces of shutter, profile sheet (iron sheet) 7 mm thick 22 gage rater per kg is clirted galvanized irons (ms), iron wire (rate quoted is per kg) is clirted galvanized irons (ms), door wmd size 29 x 70 feet is clitred is granted under is 3614:2021, door frame wpc (solid) size 36 x 70 x 3 feet is certifed, door frame wpc (solid) size 26 x 70 x 3 feet is certifed, door frame wooden size 36 x 70 x 3 feet wooden, door frame wooden size 29 x 70 x 3 feet wooden, sliding window black color 1 mm thick is - certified aluminium, sliding window silver color 1 mm thick is - certified aluminium, sliding window silver color 1.5 mm thick is - certified aluminium, mosquito mat door 1 mm thick is - certified aluminium, window/ ventilator/iron (rate quoted is per kg) is - certified aluminium, door wmd size 36 x 70 feet is certified, door pvc screen solid size 36 x 70 feet is certified, door wpc solid size 36 x 70 feet is certified, door wpc solid size 29 x 70 feet is certified, door hollo pvc size 29 x 70 feet is certified, window frame wpc (solid) size 5 x 4.6 x 3 feet is certified, window frame wpc (solid) size 4 x 4.6 x 3 feet is certified, window frame wooden size 5 x 4.6 x 3 feet is certified wooden, window frame wooden size 4 x 4.6 x 3 feet is certified wooden, sliding window black colour 1.5 mm thick is certified ms, iron pipe 2x2 (1.6mm) 16 gage (rate quoted is per kg) is certified ms, boulder (rate per cubic metre) excluding void density range from approximately 2400 to 2800kg/cubic metre)
Tender For name of work:- rmc to nagpura. - 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 thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per morth specification clause 305.4.3, wet mix macadam 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 all 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, tack coat 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., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushedaggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity 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 viscosity 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 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator mach
Tender For flood risk mitigation by construction of boulder stone revetment of left side of river ghaggar at rd 102000 near village andana tehsil moonak
Tender For - rmc to mawasa - 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 thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per morth specification clause 305.4.3, wet mix macadam 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 all 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, tack coat 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., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushedaggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity 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 viscosity 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 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator machine complete wi
Tender For supply of required materials for shungalli gp chikkakere leak development - rcc pipes 600mm, rcc pipes1200mm, broken stone aggregate 40 mm size shungalli gp, binding wire shungalli gp, size stone 20 x 20 x 25 cm shu, portland cemet shungalli g, display board cib shungalli gp, spall jelly used for packi shungalli gp, bond stone 20 x 20 x 45 cm shungalli gp, boulder shungalli gp, tmt bars fe 500 shungalli gp, broken stone aggregate 12 mm to 10 mm shungalli gp, broken stone aggregate 20 mm shungalli gp, coarse sand zone shungalli gp, tractor 40
Tender For digod to dobari - 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 thorny jungle, dismantling of flexible pavements dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per morth specification clause 202 by mechanical means bituminous courses & granular courses, wet mix macadam 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 all 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, tack coat 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., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushedaggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binder using plastic waste 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 of aggregate and plastic waste cutting in a hotmix 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. (bitumen vg-30) (by mechnical means) waste plastic @ 8% of bitumen. 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 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, providing and erecting typical citizens information board as per approved drawing & specification made of two ms sheet of