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Tender For supply of demolishing rcc work , removing old doors or windows , dismantling old tile work in floors , dismantling of flushing cisterns , providing and laying cement concrete , modular brick work , granite stone slabs , providing edge moulding for granite , 12mm cement plastering , 2 or more coats interior or exterior wall painting , 2 or more coats enamel painting for vent pipes and fittings , indian-type w.c. pans , european-type w.c. pans , wall-hung urinals basin , rectangular mirrors , cpvc pipes 32mm dia , cpvc pipes 15mm dia , cpvc pipes 50mm dia , brass bib cock 20mm dia , making connection of drain or sewer line with existing manhole , wash basin with taps , upvc pipes 75mm dia , upvc pipes 110mm dia , upvc coupler 75mm dia , upvc coupler 110mm dia , upvc copuler single tee with door - 75x75x75mm , upvc copuler single tee with door - 110x110x110mm , upvc copuler shoe plain 75mm , upvc copuler shoe plain 110mm , aluminium work , filling the gap with elastomeric pu joint sealant , providing and laying of vitrified floor tiles 600 x 600 mm , ceramic wall tiles , supplying tmt steel reinforcement bars , shuttering for weather sheds or chajjas , constructing a masonry chamber 60x60x75cm , fixing health faucets , fixing cp brass gratings , fixing ptmt bottle traps , fixing ptmt waste couplings , fixing cp brass soap containers , fixing self- cleaning upvc traps * /bid number : gem/2026/b/7652211 + /dated: 15-06-2026 ' ' / bid document 1 / 36
Tender For casting of concrete slabs to replace the old and broken slabs covering the cable trench and earthpit of 220kv, 132kv and 33kv switch-yard of grid s/s chandaka
Tender For casting of concrete slabs to replace the old and broken slabs covering the cable trench and earthpit of 220kv, 132kv and 33kv switch-yard of grid s/s chandaka
Tender For corrigendum : repair to sunken flooring, plumbing with connected items to otm accn in aor of age b/r-ii of ge (east) ferozepur cantt - demolition of un-reinforced cement concrete in any position, complete all as specified and directed., m&l for cement concrete (1:5:10) type e-2 using 40 mm graded stone aggregate as in filling in sunkan slab or as in sub base, mass concrete, complete all as specified and directed., m&l for 15 mm thick rendering over concrete surface of sunken floor in cm 1:3 on wall as well as sunken floor finished even and smooth without using extra cement using wpc complete all as specified and directed.(wpc measured and paid separetely), m&l for water proofing treatment to rcc sunken floor including wall comprising with the following course of treatment/ specifications form bottom to top:-(a) applying evenly a tack coat of industrial bitumen 85/25 @ 1.6 kg per sqm over a coat of bitumen primer @ 0.40 ltr per sqm including preparation of roof surfaces complete all as specified and as directed.(b) app based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified.note: (i) laying of app based membranes shall be done by torch on method or as per manufacturers instructions.(ii) a minimum overlap shall be not to be less than 150mm of polymeric membranes and sealed all overlaps and joints as manufacturers instructions.(iii) all ci/pvc traps in sunken slabs to be enclosed with pcc 1:1.5:3(min 15 cm) all round., supply only integral water proofing compound, complete all as specified and directed., taking down cement plaster on brick walls of any description including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed, m&l for rendering 15 mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces, finished fair and even including wpc,preparation of new plastered or unplastered surfaces and applying two coats of cement based paint over a coat of chalk white primer on walls complete all as specified and directed. (wpc measured and paid separately), m&l for preparing old surfaces plastered or unplastered of walls, cornices, pillars etc including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coats of cement based paint complete all as specified and directed., m&l for rendering 15 mm thick in cement mortar (1:6) on any face of brick walls or concrete surfaces, finished fair and smooth without using extra cement complete all as specified including preparation of new surfaces of wall and applying two coats of oil bound distemper on walls including corneces, pillars etc complete all as specified & directed., m&l for preparation of old decorated surface of wall and applying one coat of oil emulsion distemper, complete all as specified and directed., m&l for rendering 5 mm thick on ceiling surfaces in cement mortar (1:3) finished even & smooth without using extra cement including preparation of new plastered or unplastered surfaces and applying two coats of white wash on ceilings, complete all as specified and directed., m&l for preparing old surfaces plastered or unplastered of ceiling, cornices, pillars etc including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of lime wash (white washing), complete all as specified and directed., resecuring or eashing & adjusting, without taking down of shutters of any description of exc. 1 sqm but n.exc. 2 sqm each complete all as specified & directed., taking down chowkhats or frames with shutters (without taking off shutters from the frames) of size not exceeding 1.50 square metre each including cut
Tender For corrigendum : special repairs and replacement of concrete slabs of pqc material on dumbbel db of main runway 10/28 at ins dega, visakhapatnam
Tender For dismantling the damaged old drain. the provisions for rising drain wall up to road level pcc for base wall, rcc m20 concrete for slabs and construction of irish drain
Tender For providing developmental works in torragudipadu g.p of chimakurthy mandal package 5 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 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 sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 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. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482
Tender For providing developmental works in yerragudipadu (v) & g.p chimakurthy 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 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 sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 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. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482
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 1 (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.