Tender For corrigendum : repairing and replacement of undercarriage and replacement of carrier roller, bottom roller, idler, sprocket and track guard fitment for rel-850e s.no- 601, dmh-311 s.no-05, idm-70e s.no 46 and rel650d s.no-08 drills of amlohri project
Tender For providing developmental works in yelurivaripalem (v) of chimkaurthy mandal package (4 works) - shoulders are filling the selected earth for levelling the site as per drawing and technical specification clause 305.3.9 mord & 304 morth but excluding gst & seigniorage charges. for shoulders. , scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification 305 mord / 304 morth , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges.
Tender For providing developmental works in pulikonda (v) of chimkaurthy mandal package 2 (3 works.) - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord, construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges., construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord, shoulders are filling the selected earth for levelling the site as per drawing and technical specification clause 305.3.9 mord & 304 morth but excluding gst & seigniorage charges. for shoulders., earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification 305 mord / 304 morth
Tender For providing developmental works in rangasaipuram village gadiparthivaripalem gp of chimakurthy (m) package 1 (4 works) - construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification 305 mord / 304 morth . scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord . shoulders are filling the selected earth for levelling the site as per drawing and technical specification clause 305.3.9 mord & 304 morth but excluding gst & seigniorage charges. for shoulders.
Tender For providing developmental works in rangasaipuram village gadiparthivaripalem gp of chimakurthy (m) package 2 (3 works) - shoulders are filling the selected earth for levelling the site as per drawing and technical specification clause 305.3.9 mord & 304 morth but excluding gst & seigniorage charges. for shoulders. , scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification 305 mord / 304 morth , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges.
Tender For supply of on conversion basis gun metal square bar 1.5 inch x 1.5 inch x 12 inch material grad as per is 25 1979 complete in all respect finish machined. , on conversion basis gun metal square bar 2.5 inch x 2.5 inch x 12 inch material grad as per is25 1979 complete in all respect finish machined. , on conversion basis gun metal square bar 3.5 inch x 3.5 inch x 12 inch material grad as per is25 1979 complete in all respect finish machined. , on conversion basis gun metal square bar 4 inch x 4 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal square bar 5.5 inch x 5.5 inch x 12 inch material grad as per is25 1979 complete in all respect finish machined. , on conversion basis gun metal round bar 2 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal round bar 2.5 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal round bar 3.5 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal round bar 4.5 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined , on conversion basis gun metal round bar 5.5 inch x 12 inchmaterial grad as per is 25 1979complete in all respect finish machined , on conversion basis gun metal bush 9.5 inch x 6.5 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined , on conversion basis gun metal bush 8 inch x 5 inch x 6 inch material grad as per is 25 1979 completein all respect finish machined. , on conversion basis gun metal bush 7.5 inch x 4.5 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined , on conversion basis gun metal bush 7 inch x 4.5 inch x 8 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal bush 6.5 inch x 4.5 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal bush 6 inch x 3.5 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal bush 5.5 inch x 2.5 inch x 12 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal bush l 10 inch od 9 inch id 5 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal l 9 inch od 8 inch id 4 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis gun metal bush l 8 inch od 6 inch id 4 inch material grad as per is 25 1979complete in all respect finish machined. , on conversion basis big transmission gear small gun metal bearing bottom as per sketch kcsf 83 82 material grad as per is 25 1979 complete in all respect finish machined. , on conversion basis big transmission gear big gun metal bearing bottom as per sketch kcsf 86 82 material grad as per is 25 1979 complete in all respect finish machined. , on conversion basis bottom roller side gun metal liner as per sketch mh 16 2024 25material grad as per is 25 1979 complete in all respect finish machined
Tender For bid to ras supply of bearings : - single row cylindrical rollerbearing no nj 2228 , deep groove ball bearing no 6106 , deep groove ball bearing no 6108 , angular contact ball bearing desig 7206 , bearing single row angular contact bearing no 7210 , spherical rollerbearing 23312 , spherical rollerbearing no 22316 , tapered rollerbearing. bearing no 30314 , single row tapered rollerbearing no 30320 , thrust ball bearingbearing no 51118 size 90mm x 120mm x 22mm , double direction thrust ball bearing no 52212 , deep groove ball bearing no 61916 , double row cylindrical rollerbearing 314456 50 mm id 125 mm od 48 mm width , cylindrical rollerbearing n 226 , double row needlerollerbearing na6907 , needlerollerbearing with machined ring na 4822 , needlerollerbearing with machine ring na 4908 , needlerollerbearing with machine ring na 4917 , double row needlerollerbearing na 6908 , needlerollerbearing ta 4530 , cylindrical rollerbearing sl 045012