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Tender For corrigendum : work of name :- remaining work pkg. no. rj-23-10/srf (rr) / np / 2022-23 distt kota - providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift, fdkuiqjk rfd;k ls punzsly, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc ordinary kilometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc hectometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and erecting typical citizens information board as per approved drawing & specification of mord, made of two ms sheet of 1.6 mm thick each of size 900 mm 750 mm stiffened by angle iron 25 mm 25 mm 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 swg sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick ms plate at 12 places (65 50 mm) duly embedded in cement concrete m-15 grade of block of 600 mm 600 mm 750 mm size below ground level as per enclosed drawings & as directed by engineering - in-charge. all ms will be stove enameled on both side, lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per mord specification., fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and laying reinforced cement concrete pipes np-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 300 mm dia, fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, dry lean cement concrete sub - base. construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per table 600-1, cement content not to be less than 200 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 a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing., fdkuiqjk rfd;k ls punzsly, total, providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per morth specification : clause no. 602, 112. using cement concrete m-30 pavement grade, fdkuiqjk rfd;k ls punzsly, total, earthwork in excavation for foundation of structure complete with all l
Tender For providing and installing gymnasium equipment at opp. sainik school, mota randha, d&nh. - pec dec flyfeatures:* continuous welded, factory assembled weight frame.* fiberglass reinforced nylon pulleys.* industrially rated, sealed bearings at all pivot points.* 3 gauge steel connecting plates.* .50 dia. connecting bolts* extended handle provides multiple gripping positions.* adjustable seat.standard weight stack - includes a 210 lb. weight stack with a 310 lb. weight stack option.product weight - 503lb / 228.16kgmainframe - 11 gauge 2.375 x 4.625 oval tubingcables - fiberglass reinforced nylon pulleys.upholstery - durafirm upholstery over 2 high density foamdimensions - 34"w x 57"l x 69"h (86cm x 145cm x 173cm), lat pull down + rowingfeatures:* dual-function design: enables both lat pull-down and vertical row exercises in one machine.* continuous welded, factory assembled weight frame.* fiberglass reinforced nylon pulleys.* industrially rated, sealed bearings at all pivot points.* 3 gauge steel connecting plates.* adjustable seat & leg hold downsstandard weight stack - 2:1 weight ratio with a 210 lb. weight stack provides 420 lbs. of resistance. also available in a 310 lb. weight stack.product weight - 549lb / 249.03kgmainframe - 11 gauge 2.375" x 4.625" oval tubing,cables - 5.5mm dia., 2500lb rated aircraft cable.upholstery - durafirm" upholstery with over 2" high density foamdimensions: 41 w x 78 l x 77 h (104cm x 199cm x 196cm), leg curl/leg extensionfeatures:* continuous welded, factory assembled weight frame.* fiberglass reinforced nylon pulleys.* industrially rated, sealed bearings at all pivot points.* 3 gauge steel connecting plates.* adjustable seat back and leg rollersstandard weight stack - includes a 210 lb. weight stack with a 310 lb. weight stack option.product weight - 505lb / 229.07kgmainframe - 11 gauge 2.375" x 4.625" oval tubing,cables - 5.5mm dia., 2500lb rated aircraft cable.upholstery - durafirm" upholstery with over 2" high density foamdimensions: 53 w x 40 l x 62 h (135cm x 102cm x 158cm), dip/chin assist*dual-function design: supports both weight-assisted chin-ups (pull-ups) and dips in one machine.*adjustable weight assistance: allows users to select assistance level based on strength and training goals.*heavy-duty commercial frame: built with high-quality steel for durability in high-traffic gym environments.*smooth counterbalanced system: ensures fluid, controlled motion throughout the exercise range.*ergonomic multi-grip handles: provide varied grip options for targeted upper-body training.*non-slip knee platform: offers secure support and comfort during assisted exercises.*premium upholstery & finish: durable padding and corrosion-resistant coating for long-term usesize: 58 x 46 x 85 inchesweight stack: 80kg, wrist curl machinesize: 18" x 34" x 39.37" weight stack: 100kg, preacher curl bench*ergonomic design: the bench is designed to support the user in a seated position, allowing for proper alignment and reducing the risk of injury.*adjustable components: features adjustable arm pads and seat height to accommodate users of various sizes, ensuring comfort and effectiveness during workouts.*durable construction: built with high-quality materials to withstand heavy use in both commercial and home gym settings.*compact footprint: designed to fit into smaller workout spaces without compromising on performance.size: 36" x 36" x 37", adjustable bench6-position ladder-style back pad adjustmentdimension: 59" length x 27" width x 22" height, simple flat bench, dumbbell rackholds one (1) pair each of 5-50 lb. hex dumbbells.30"h x 20"l x 40"wheavy duty 12-gauge steel construction, plate tree, functional trainersize: 80.8" x 55.3" x 24" weight stack both side: 150kg2:1 pulley ratio for smooth resistance32 adjustable cable positions81" cable travel lengthpremium aluminum pulleys for ultra-smooth motionintegrated multi-grip pull-up barband pegs for added resistance trainingbuilt-in pegboard storage sys
Tender For work related to escorts up80ag0806, including brake leather plate, brake ironplate, o-ring set, brake oil (1 l), axle oil (20 l), front axle kit, front wheel bearing set, front wheel seal kit, front wheel sleeve, front hub cap, thrust bearing, fron
Tender For supply of electro-mechanical & instrumentation items for mass balancing reservoir (mbr- supply of pump starter panel including individual vfd for 125 kw (02w+1s), supply of 1.1 kv grade cable- aluminium conductor supply, laying, testing & commissioning 1.1 kv grade, xlpe insulated, stranded aluminium conductor cables, a) 3.5 c x 185 sq.mm, b) 3.5 c x 300 sq.mm, 1.1 kv grade, xlpe insulated, stranded copper conductor, galvanised steel flat strip / round wire armoured, extruded pvc type st2 sheathed, heavy duty cable, a) 3 c x 2.5 sq.mm, supply of gi perforated type cable trays with returned edge / flange, fabricated from 2.0 mm thick sheet steel in the standard length of 2.5 mtrs, duly hot dipped galvanized after fabrication as per is 2629-1989 / is 4759-1984 including accessories such as coupler plates/ fish plates, bends, tees, reducers, elbows, covers and electro-galvanized hardware etc, erected on existing support as per specification, a) 450(w) x 75(h) x 2.0 mm thick, b) 300(w) x 35(h) x 2.0 mm thick, c) 100(w) x 35(h) x 2.0 mm thick, mechanical items, supply of di pipes k-9, dia 500mm, di fittings 500mm, , , , , , for 300 mm dia butterfly valve, for 500 mm dia butterfly valve, for 600 mm dia butterfly valve, instrumentation items, non-return valve 300 mm dia, , , , supply 10cx 1.5 sq.mm signal cable, supply 1px 1.5 sq.mm signal cable, supply 2cx 1.5 sq.mm signal cable, supply horizontal end suction pump 780m3/hr @40m head, impeller: ss, shaft: ss, casing: ci including pumps with mechanical seal. 120 kw 2w+ 1s, supply of 1/2" pressure gauge 0-10 bar,, supply of butterfly valve, supply of electric actuator, supply of electromagnetic flow meter 500 mm dia, supply of expansion bellow, supply of pressure transmitter, 0-7 kg/cm2,, supply of zero velocity valve 500mm dia
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.