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Tender For inviting rates of different items for construction of diffrent type of work as per demand on cm help line or ward parsad or public - supply of handpump material 2026-27, excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per section-300 of the specifications.item no nvi-3.12, construction of embankment/sub-grade/earthen shoulders with material obtained from other sources, as per provisions of section 305 of the specifications, with approved materials/soil confirming to requirements given in table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in table 301 2 of the specifications complete.item no nvi-3.12, construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, including all lifts and lead complete in all respect as per section-400 of the specifications.by mix in place method item no nvi -4.1.1.1, construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of the specifications, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per section 601 of specifications.item no nvi- 6.1.1, providing and laying cement concrete grade m-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).item no nvi-6.4, construction of dowel jointed, plain cement concrete pavement in m-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to is:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per irc:15 and as per section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.item no nvi-6.2.1, earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom,dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.disposed earth to be levelled and neatly dressed.all kinds of soil item no nii 2.6.1, demolishing cement concrete manually/by mechanical means including disposal of material with in 50 meters lead as per direction of engineer-in-charge.1:3:6 or richer mixitem no nii
Tender For auction sale of others - u/s scrap abandoned quarter block no 71 (a-h) 8 unit type ¿i not fit for rly use. bricks 141109.00 nos approx, brick bats- 166.00 cum approx , u/s sariya, angle, xpm gate, window , fencing gate and gi pipe approx 3034 kg , u/s pvc tank, pvc cistern, ptmt tap,pillar tap approx 10 kg, u/s wooden door frame and panel/shutters approx 230 kg location ¿located at 02 bn rpsf rajhi colony under the jurisdiction of sse/w/gkc custodian - sse-w-gkc condition-1 ¿ the above lot has already been declared abandoned by the competent authority. 2 ¿ dismantling of structure by concerned purchaser on his own risk and cost, if any loss will be occur during dismantling process whole responsibility liable by purchaser. 3- the lot is on estimated basis , hence any item may be less or more 4-all useful and unusable materials on the site will have to be removed by the purchaser at his own expense. 5 ¿ after removing all the material from the site, leveling dressing and cleaning activity perform by the concern purchaser by his own risk and cost. 6- road is available 7- the lot does not include us rail and electric poles. loading by purchaser labour, delivery by lot, gst-18% ,hsn code-72044900, tcs-1%, allocation-20714208
Tender For auction sale of others - u/s scrap abandoned quarter block no 70 (a-l) 12 unit type ¿i not fit for rly use. bricks 214850.00 nos approx, brick bats- 252.50 cum approx , u/s sariya, angle, xpm gate, window ,fencing gate and gi pipe approx 3886 kg , u/s pvc tank, pvc cistern, ptmt tap,pillar tap approx 15 kg, u/s wooden door frame and panel/shutters approx 190 kg location ¿located at 02 bn rpsf rajhi colony under the jurisdiction of sse/w/gkc custodian - sse-w-gkc condition-1 ¿ the above lot has already been declared abandoned by the competent authority. 2 ¿ dismantling of structure by concerned purchaser on his own risk and cost, if any loss will be occur during dismantling process whole responsibility liable by purchaser. 3- the lot is on estimated basis , hence any item may be less or more 4-all useful and unusable materials on the site will have to be removed by the purchaser at his own expense. 5 ¿ after removing all the material from the site, leveling dressing and cleaning activity perform by the concern purchaser by his own risk and cost. 6- road is available 7- the lot does not include us rail and electric poles. loading by purchaser labour, delivery by lot, gst-18% ,hsn code-72044900, tcs-1%, allocation-20714208
Tender For supply of chlorhexidine gluconate i.v. securement dressing. spec: 1. size: 8.5x11.5 cm. 2. materials: transparent polyurethane with nonwoven border with transparent window. 3. property and essential requirement: window frame design to allow continuous observation of iv site, stabilization of non-woven borders to maximize securement, breathability & wear time, 2% chlorhexidine gluconate (chg) impregnated gel pad to aid in infection reduction. should not leave any adhesive residue on skin post removal. should offer waterproof sterile barrier to external contaminants. should come with 2 securing tapes & a pre-printed documentation labels. should have notched design to discourage edge lift.[ai(2026-27), item code-no: s-51131, sl no.107] ]
Tender For procurement of dressing materials for wounds, burns, dfu, pressure /vascular ulcer, on case to case consignment basis, on rate contract for a period of two years, extendable upto 6 months or till the finalization of the next tender, whichever is later, for department of burn & plastic surgery department. - synthetic biodegradable temporizing bi layered, 2 mm thick open cell foam matrix made from biodegradable polyurethane. no animal proteins or polymer crosslinking usfda, ec and dgci approved. patented and proprietary technology. intended to be used to manage traumatic, deep partial thicknedd burns and other chronic wound, chronic venous ulcer, surgical reconstructive wounds. easy to apply with sutures or staples., 5 cms x 5 cms btm, 10 cms x 10 cms btm, 10 cms x 20 cms btm, 20 cms x 40 cms btm, highly absorbent polyurethane foam dressing with soft and gentle skin friendly silicone adhesive for modern to highly exuding wounds, unique 3d fit foam structure (conforms to the wound bed, absorbs vertically, retains exudates) for superior absorption. water proof and bacteria proof semi-permeable polyurethane top film, 10 x 10, 15 x 15, 17.5 x 17.5, multishape 10 x 30, sacral 15 x 19, sacral 25 x 25, heel 18x 18, soft and gentle adhesive with antimicrobial properties, highly absorbent foam dressing with polyurethane top layer which is waterproof and bacteria proof semi-permeable. patented release profile of iconic silver upto 7 days. unique 3d fit foam structure (conforms to the wound bed, absorbs vertically, retains exudates) for managing high to moderate exuding infected chronic wounds., 10 x 10., 15 x 15., 10 x 30., sacral 15 x 19., sacral 25 x 25., heel 18 x 18., thin, ultra flexible and absorbent polyurethane foam dressing with a semi permeable, bacteria and waterproof top film with a soft silicon adhesive layer. unique 3d fit foam structure absorbs the exudates vertically and locks the fluid away with its structure, leaving the wound moist for optimal wound healing conditions. the soft and thin foam pad at skin level makes it com fortable to wear and is suited for users that need increased mobility, 5 x 5, 10 x. 10, 12.5 x 12.5, non adhesive antimicrobial, highly absorbent foam dressing with polyurethane top layer which is waterproof and bacteria proof semi permeable, patented release profile of ionic silver upto 7days. unique 3d fit foam structure (conforms to the wound bed, absorbs vertically, retains exudates) for managing high to moderate exuding infected chronic wounds and burn cases., 10 x 10 cm, 15 x 15 cm, 20 x 20 cm, hydrocolloid adhesive antimicrobial, highly absorbent foam dressing with polyurethane top layer which is waterproof and bacteria proof semi-permeable. patented release profile of ionic silver upto 7 days. unique 3d fit foam structure (conforms to the wound bed, absorbs vertically, retains exudate) for managing high to moderate exuding infected chronic wounds., 12.5 x 12.5 cm, 15 x 15 cm., sacral 23 x 23 cm, heel 19 c 20 cm., highly absorbent polyurethane foam dressing for moderate to highly exuding wounds. unique 3d fit foam structure (conforms to the wound bed, absorbs vertically, retains exudate) for superior absorption. waterproof and bacteria proof semi-permeable polyurethane top film., 10 x 10 cm., 15 x 15. cm, 20 x 20 cm., highly absorbent polyurethane foam dressing with hydrocolloid adhesive border for moderate to highly exuding wounds. unique 3d fit foam structure (conforms to the wound bed, absorbs vertically, retains exudate) for superior absorption. waterproof and bacteria proof semi-permeable polyurethane top film., 10. x 10 cm, 15. x 15 cm, calcium alginate dressing with 65 75% guluronic acid, unique structure of calcium alginate and cmc molecules intertwined in strings resulting in local vertical absorption. for managing sloughy wounds with cavity., 10. x 10. cm, 3 x 44 cm ribbon cavity, calcium alginate dressing with a unique structure of calcium alginate and cmc molecules intertwined in
Tender For procurement of manholes and materials for repairs and maintance to ugd pipelines in vikarabad municipality under municipal general funds - raising of existing manholes to additional height by laying cc (1:3:6) cover bed block of clear dia 0.56m including the cost and conveyance of all materials and curing for 21 days complete all taxes seignarage charges as per specification etc complete. , phe-ljsw-13: supply, lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and spun yarn including cost and conveyance of pipe. (reference to specifications bis no. 6530/72) - 150mm dia , manufacture as per bis:12592 (part 1&2) supply & delivery of manhole covers and frames with isi marking anywhere in t.g., f.o.r. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable.i.s.i mark - h.d.-20 with 500mm dia clear opening , earthwork in excavation for pipeline trenches 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 (rbr-fndn-1 -manual means) , dismantling of cement concrete benching around the manhole frame carefully without damaging the frame and removal and refixing of manhole frame true to alignment and gradient of the road as directed by the engineer in charge including cost of labour etc. complete for finished item of work. , cutting opencc road surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers. , construction of sewer circular conical manhole as per type design using flyash bricks of size 290 x 225 x 140 mm having minimum crushing strength 75 kgs per sqm as per is:12894-1990 - class - 7.5 using sulphete resisting cement in cm (1:6) prop; including cc (1:4:8) bed for foundation and of m15 (1:2.5:5) prop. using 20mm hg metal for benching and channels, inside plastering with 20mm thick using sulphete resisting cement in cm (1:3) prop; and outside plastering with 20mm thick using opc in cm (1:3) prop; the foundation concrete in cc (1:4:8) prop. using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with cm (1:3) prop. on both the sides including excavating pits upto required depth in all types of soils and supply and fixing of 560mm dia manhole frame and cover (hd-20) and pvc encapsulated steps including cost & conveyance of all material, labour and all other incidental and operational charges etc., complete
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 corrigendum : tender for prov. and fixing of equipment / material , design, erection, testing , commissioning for sop to jsv for inspection hut at cheel bangla chowari by prov. 11/0.4 kv 100 kva dtr along ht, lt line in es chowari-ii (u) esd chowari ed dalhousie - (a) supply part-11/.4 kv 100 kva distribution sub station, 11/.4 kv 100kva dtr (rec sep. ord 11/1976, prov. st pole pole 9 mtr. long w/l 220kgs, muff for steel tubular pole with concrete filling, x-arm: [channel iron (100x50x5 mm), length : 2800 mm x 2 nos] for incomer line, ms a.i.(50x50x6 mm), length: 2800 mm x(2 nos for las ), x-arm: [channel iron (75x40x5 mm), length : 2800 mm x 4 nos] for supporting do fuse unit & go switch, x-arm: [channel iron (100x50x6 mm), length : 2800 mm x 2 nos] for transformer bed, x-arm [channel iron (100x50x6 mm), length : 460 mm x 2 nos for supporting main channel of transformer], ms a.i.(50x50x6 mm), length: (2800 mm) x 1 no., ms a.i.(50x50x6 mm), length: (950 mm) x 2 nos. of bed knee bracing, ms angle iron (50x50x6 mm), length : (2800 mm) x2 nos for transformer lt distribution box and g.o switch fixing assembly, g.i. wire for earthing, ms angle iron (50x50x6 mm), length : (450 mm)x1 nos for transformer lt distribution box and g.o switch fixing assembly, g.o. switch handle supporting: [c.i. (75x40x6mm), length: 460mm for transformer lt distribution box and g.o switch fixing assembly, g.o ab switch unit (11kv,400,663ka) tripple pole o/d type, d.o fuse unit, surge arrester, 9 kv station class, discs insulator sets (comp. 1 no. disc: ^^(porcelain, bs, 12 kv, 90 kn) i/c dead end clamps etc.), stay set complete, stay wire (7/3.15mm)( 10 kg per stay set), pipe earthing with gi,charcoal & salt, prov. lt distribution panel with mccb (160 a, 10 ka, 4p,1 no.) & sfu (32 a 5 no. rewireble) for 100kva trf. as per specification, half clamp (m.s. flat 50x6), full clamps (m.s. flat 50x6), m. s. nuts & bolts off sizes (galvanised coated) [prefarably 16mm or more (with flat and spring washer), aluminium thimbles 300 mm sq., copper thimble 200 mm sq., danger plate, barbed wire (rec sp f 3/1981), lt cable 3-1/2 core-185mm sq., alluminium paint, prov.acsr, 6/1/3.35 mm, chain link fencing , angle iron, gate etc. for transfromer fencing, prov. transformer bed plinth for 1x400kva s/stn structure complete with cc 1:6:12 r.r. massonery & plastering etc. a/w chain link fencing, angle iron gate etc. for dtr fencing., lt switched caapcitors 36-kvar for 100 kva dtr, trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure)., supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment)., fine dressing of the ground., spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)., supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : screened through sieve of i.s. designation 20 mm, filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded)., providing and fixing korean grass turf superior qualitywith earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenanc