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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 crushed aggregates 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 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 crushed aggregates 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 corrigendum : supply of various size and types of conveyor belt carrying, impact & return rollers for chp & lhp at gtps, utps, stps, kltps, bltps, wtps and wtps-8 through annual rate contract order basis - carrying roller 114.3x200 mm for mrc 3,4,5, impact roller 165x200 mm,for mill reject conveyor :3,4and5, return roller 114.3x600 mm for mrc 3,4,5, carrying roller 139.7x315 mm for con.5,6,7,8,10 ab, impact roller 165x335 mm for con. 5,6,8,10 ab, return roller 114.3x950 mm,for 800 mm belt, carrying rollar 139.7x380 mm for con.2ab, impact roller of size 165x405 mm long for conv.2ab, return roller 114.3x1150 mm for con.2ab, troughing roller 152.4x465 mm (carrying roller), impact roller 190x465 mm for 1200 mm belt, return roller 152.4x1400 mm, troughing roller 152.4x530 mm (carryingroller), impact roller 190x530 mm for 1400 mm belt, return roller 152.4x1600 mm, heavy duty return roller 152.4x1400 mm, carring and return roller114.3x2400 for dribble con, frame for carrying rollers (ti) size 114.3 mm dia.x200 mm length., t i roller stand for belt 800 mm, t i roller stand for belt 1000 mm, t i roller stand for belt 1200 mm, t i roller stand for belt 1400 mm, impact roller stand for belt 1200 mm, impact roller stand for belt 1400 mm, self alignment t i roller stand for 1000 mm conveyor belt, self alignment return roller stand for 1000mm conveyor belt, self alignment t i roller stand for 1200 mm conveyor belt, self alignment return roller stand for 1200 mm conveyor belt, self alignment return roller stand for 1400 mm conveyor belt., self alignment t i roller stand for 1400 mm conveyor belt., ims belt -1 to 6 drive pulley size 660mm x 1250mm x 55mm, ims belt -1 to 6 end pulley size 660mm x 1250mm x 55mm, head end non drive pulley shaft dia 140mm, bearing dia 125mm,pulley dia 500mm, length 1400 mm for conv 18 ab tripper trolley, tail pulley having size 400 dia. x 1400mm face width, shaft dia. 120 mm.(bearing dia. 100 mm) with rubber lagging and bearing block but without bearing. drg. no. ko 1999/4 m/c no. co /1141/18 ab-, bend pulley having size 400 dia x 1400 mm face width shaft dia. 140 mm (bearing dia 125 mm) with rubber lagging and bearing block but without bearing mc no co/1141/13, snub pulley 110 mm shaft dia, bearing dia 100 mm, pulley dia 500 mm length 1400 mm for conveyor 16 ab and 17 ab, tail pulley having size 500 dia. x 1600 mm face width, shaft dia. 130 mm.(bearing dia. 115 mm) with rubber lagging and bearing block but without bearing. m/c no. co /1141/11 ab, tail pulley having size 400 dia.x1600 mm face width, shaft dia. 110 mm.(bearing dia. 90 mm) with rubber lagging and bearing block but without bearing. m/cno.co/1141/26 ab (for belt feeder 1 and 2, gravity bend pulley 800x1150 mm,shaft dia-115 mm, garland type carrying roller set of three nos. fitted with clamp, garland type return roller set of two nos. fitted with clamp, heavy duty return roller 152.4x1600 mm
Tender For work of replacement of existing mill body, classifier upper part, lower part and other related spares as per scope of the work and as directed by the eic for beater wheel mill of unit 3 at kltps
Tender For corrigendum : 1- estimate for replacement of covered conductor of diff. 33 kv feeders vibha , tripti , 11 no piparseva ind. area banmore under bammore d/c of (o&m) division morena ii, 2-estimate for rep.of 11 kv 06 no. feeder covered conductor line length- 500 mtr. & sacetion dp no. 34x6=204 mtr. dtr jumper of 49 nos.dtr (49x15=735) equal= 2.49 km. mishra petrol pump ind. area banmore under bammore d/c of (o&m) division morena ii, 3- est. for replacement of covered conductor of diff location of 11 kv akvn feeder at banmore s/s to soudagar mill ind. area banmore under bammore d/c of (o&m) division morena ii