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Tender For bid to ras supply of d cfa re 29 minifragment plate 2 dot 7 mm with 6 screws titanium , d cfa re 29 clavicle brace small medium large , d cfa re 29 arm sling pouch paediatric , d cfa re 29 long knee brace large , d cfa re 29 long knee brace medium , d cfa re 29 foot drop splint , d cfa re 29 lumbosacral belt support size s m l xl or xxl , d cfa re 29 auxillary crutches single with adjustable height sizes s m l as per requirement , d cfa re 29 cervical pillow universal , d cfa re 29 tennis elbow support , d cfa re 29 functional knee support , d cfa re 29 hot and cold pack size universal reusable , d cfa re 29 lumbar corset belt size sml xl or xxl , d cfa re 29 restrainer for wrist ankle , d cfa re 29 abdominal binder 10 , d cfa re 29 ostomy stoma irrigator drain with belt 76 mm and 57 mm , d cfa re 29 ostomy synthetic skin barrier and microporus tape with centre point block flange and drainable pouch with transparentopaque , d cfa re 29 ostomy synthetic skin barrier and microporus tape with centre point block flange and drainable pouch with transparentopague , d cfa re 29 polyamide monofilament size 1 100 cm 12 circle rb 40 mm ) /bid number : gem/2026/b/7548136 * /dated: 16-05-2026 & & / bid document 1 / 23
Tender For corrigendum : supply of hydrofiber with ionic silver dressing materials e e - sterile wound dressing , adhesive four layer foam , hydrofiber material dressings , hydrofiber material rope dressings , hydrofiber material
Tender For bid to ras supply of excavating in trenches n exc 1.5m wide as per scoope of work , m and l pcc type d2 using 40 mm graded stone as per scoope of work , returning filling in including spreading levelling as per scoope of work , m and l sand filling under floors or in foundations as per scoope of work , surface dressing n. exc 15 cm deep in soft loose soil as per scoope of work , m and l for stone hardcore of gauge as per scoope of work , m and l for 100 mm thick pccm as per scoope of work , m an l for prepolished chemically treated as per scope of work , m and l for brick works with fly ash bricks straight as per scope of work , m and l for brick works with fly ash bricks straight as per scoope of work , m and l for rcc nominal mix type b1 as per scoope of work , m and l for mild steel tmt bars 10mm dia and overas per scoope of work , formwork to sides and soffits of flooras per scoope of work , material and labour for vitrified ceramic joint free as per scoope of work , m and l for vitrified ceramic joint free tiles as per scoope of work , m and l for 15 to 18 mm thick granite as per scoope of work , m and l repair of 18mm thick marine ply laminatedas per scoope of work , m and l as in repair sheet glass 3 mm thick as per scoope of work , m and l for 12 mm thick ply gradei as per scoope of work , m and l 100 mm long stainless steel hinges as per scoope of work , m and l stainless steel c profile handle including as per scoope of work ) /bid number : gem/2026/b/7403889 * /dated: 11-04-2026 & & / bid document 1 / 22
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 supply of threaded sizes from 10mm 75 mm at increment of 2mm , cannulated screw 4 point 5mm self tapping fully threaded sizes from 10mm 75 mm at increment of 5mm , cannulated cancellous screws dia 6 point 5 mm fully threaded from length 35 mm to 80 mm at intervals of 5 mm with washer ti 316l ss , cannulated cancellous screws dia 6 point 5 mm with 32 mm threading from length 35 mm , threaded kirschner wire 20 cm long into 1mm 1 point 5mm 2mm 2 point 5mm 3mm , pro into imal humerus anatomical locking plate complete construct with 6 locking and 4 cortical screws , distal radius volar locking plate complete construct with 6 locking and 3 cortical screws titanium , ilizarov fi into ator frame complete set fordeformity correction tibia adult consisting of 10 into 160 mm , pro into imal tibial lateral periarticular locking plate system left or right , pro into imal medial tibial locking plate system left or right complete construct , anterolatereal distal tibial periarticular plate system left or right complete construct , sterile disposable u drape with tube holders 80 into 124 4 into 44 split compliant , disposable leg o u drape bis us fda eu ce full quality assurance , disposable screen cover and trolley cover bis us fda eu ce full quality assurance , synthetic bone graft wedges sterile packed point usfda and ce approved point , post op dressing non woven non adherent with wound pad 5 into 7 point 2 cm 2 into 3 inches , post op dressing non woven non adherent with wound pad 8 into 15 cm , post op dressing non woven non adherent with wound pad 10 into 20 cm , post op dressing non woven non adherent with wound pad 10 into 25 cm , paraffin gauze dressing with antibiotic 10 , orthopedic tear resistant gloves different sizes size 7 or 7 point , ilizarov fi into ator frame complete set for deformity correction femur adult consisting , single use c arm cover pair sterile packed waterproof material point should be compatable with all model c arm point , cling drape film roll sterile transparent point , vertical isolation drape sterile for hip surgery , sterile disposable universal e into tremity drape with conforming circular fenestration tube holders , disposable o drape , drill bits solid 2 point 5 mm , drill bits solid 3 point 2 mm , drill bits solid 3 point 5 mm , drill bits solid 4 point 5 mm , cement gun for cement injection , high viscosity bone cement with antibiotic 40 gm , low viscosity bone cement with antibiotic 40 gm , reconstruction cephallomedullary nail femur complete construct with 02 cephalic lag , uncemented modular radial head prosthesis with modular radial head modular fluted stem //bid details 2 / 45