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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 ramachandrapuram (v) of chimkaurthy mandal package (3 works) -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 , filling in foundation with stone dust trenches as per drawing and technical specification clause 305.3.9 mord & 304 morth ,plain cement concrete (1:4:8) prop using 40mm size hbg (ss5) metal including cost and conveyance of all materials and curing charges but including unskilled wages etc., complete for finished item of work for foundations and flooring bed (apss no. 402)(cssr) , rcc m- 20 nominal mix (cement:fine aggregate: coarse aggregate) corresponding to table 9 of is 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for footing ,rcc m- 20 nominal mix (cement:fine aggregate: coarse aggregate) corresponding to table 9 of is 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for columns.
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 enquiry for calling quotations for work of electrification work including removal of old wiring, relocation/rerouting of existing electrical wires, proper wire dressing and cable management, along with supply and installation of all necessary materials required for safe, organized, and professional execution of the work, at ehv project circle office ,rasta peth ,pune .
Tender For supply of excavation, levelling and dressing of earth , fixing of all accessories and materials of single rail pole , erection of 11 kv isolator set , fabrication and commissioning of 11 kv isolator set , earthing of poles and transformer , construction of new transformer plinth , supply and fixing of stay wire and stay rod set , end termination of cable jointing , fabrication and erection of guarding wire , laying of xlpe power cable , supply and fixing of g.i. pipe , laying ,drawing sagging jumpering testing and commissioning of line , supply of ms channel , supply of 11 kv disc insulator , supply of 11 kv pin insulator , supply of 3 pole, 11 kv 400 amp isolator set , supply of structure for above set , supply of structure for pin and post insulator set , supply of pg clamps , supply of earthing rod , supply of end termination jionting , supply of 11 kv fuse set , supply of earth wire and gaurding wire , supply of gaurding channel , supply of f bracket for 33 kv , supply of 33kv v type cross arm , supply of 33 kv pin insulator , supply of 33kv disc fitting , supply of acsr dog conductor of 32 amp mcb , supply of danger board , supply of number plate , supply of barbed wire g.i. , supply of al. binding wire 6 swg , supply of stone pad , supply of belting angle
Tender For providing of facility management services - lumpsum based - supply of iv set (intravenousset); supply of iv set (intravenousset); consumables to be provided by service provider (inclusive in contract cost)
Tender For annual rate of hotmix material for various roads under rajpipla (r&b) division rajpipla (2026-27) - providing and laying premix semi dense bituminous concrete with b.t. aggregate as per morth gradation & using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg./10 sq.m. on bt surface with asphalt grade vg-30 for mixing @ 50.00 kg./m.t. including heating and mixing the aggregate and asphalt by continuous of batch mix plant and hot laid process laying with paver finisher and consolidation with roller as per morth specification to achieve desire density, including cost all materials equipments, tools and plants, oil, kerosene, firewood, labour charges etc. complete using contractor's own machineries batch mix plant and paver finisher etc. complete. plant and paver finisher etc. complete. providing and laying 50 mm thick bituminous macadam with b.t. aggregate as per morth specification and using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg. / 10 sq.m. on bt surface with mechanical sprayer and bulk asphalt vg 30 for mixing @ 34.00 kg./m.t. i.e. 3.40 percentage of total weight of mix including heating and mixing the aggregate and asphalt in continuous of drum mix plant and hot laid process spreading the same by paver finisher and consolidation with roller as per morth specification to achieve desire density, including providing all materials equipments, tools and plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drum mix plant and paver finisher etc. complete. providing & laying bituminous grout 37.5 mm thick compacted with asphalt of vg 30grade @ 1.99 percentage by weight of mix for mixing and 2.5 kg/10 sqm. of rapid curing emulsion for tack coat and using b.t. chips of required gradation including cleaning and heating asphalt premix materials by hot mix process in proper gradation and laying with sensor paver finisher and consolidation work as per most specifications including cost of materials labours labour equipment and plant fuel oil complete.... providing and laying 250mm thick wet mix macadam (w.m.m.) in two layers (each layer of 150mm avearge) using machine crushed black trap aggregate of 40 to 50 mm size in the material with water omc in mechanically mix (pug mill) carriage of mix material by contractor's 1.000 own tipper to site of work including laying, spreading and compacting in sub base, base course on well prepared under base of compacting as per most specification to achieve the desired density (mechanically providing & laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. of slow curing emulsion as per most specifications including cost of materials labours labour equipment etc. complete..... labour charges for spreading hotmix / drum mix material on scattered area of road by manually in regular shape including surface dressing with wire brush and spreading of sand including cost of sand. complete. (for patch work) labour charges for spreading hotmix / drum mix material by paver finisher including heating and spraying tackcoat as per requirement consolidation by static roller and spraying stone dust as directed etc. complete. providing and laying asphalt painting on b.t. surface with bitumen v.g. 30 at rate of 5 kg./10 sq.mt. and spreading stone dust on painting surface at the rate of 0.03 cu.mt. / 10 sq.mt. in selected length of the road including rolling and cost of asphalt. providing. laying built-up spray grout base course intwo layers with bitumen at rate of 15 kg./per 10 sq.m. with 0.50 cu.m. stone aggregate for first layer and 15kg. of bitumen and 0.50 cu.m. of stone aggregate per 10 sq.μ. of roadsurface for second layer and using 0.13cu.m. of key aggregate per 10 sq.m. excluding rolling and consolidation complete. (stone aggregate and bitumen shall be paid separately) surface dressing two coat with bitumen using 18kg.bitumen per 10.0 sq.m. with 0.15 cu.m. of stone chipping 12mm nominal size per 10.0 sq.m. for first coa