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Bid Submission Date Range
Tender Value

CTN :45522025 Due date: 25 Jun, 202625 Jun, 2026 NA
Tender For lv2 icvs 669300m-14k air pressure regulator , lv1 r72 172.38.006sb fan , z1 r90 misc-iv 4-073-007 socket wrench , lv1 wzt-3 170-33-048sb-1 connector pipe , lv1 vt-72b 1211-95-9143 nylon rope , lv3 icvs 330-125- 1 tommy bar dia 10mm drg no 330-125-1 , y3 wzt-3 misc-tg4-853-012-4-sp cable no1 , z6 r90 misc-t-90s- 188-77-037-sb-1 wire bundle no 9 , c2 r72 4933-000798 torn case extractor , lv2 icvs il-611-150-65k air pressure regulator 4820-057292

CTN :45522030 Due date: 25 Jun, 202625 Jun, 2026 NA
Tender For supply of lv1 r72 172.70.038sb.5 19 specificatn for hull wires wire no 2 3 , z6 r90 165-55-041 gasket , n1 r72 5310- 009243 nut , lv1 r90 ost 3-1106-92 can 7-1.5l , z6 r72 misc-ga-012100900100 protective cover assy , lv2 icvs 5120-72-048-4822 765-100-sb156 spl tool reml pres fitg driving sprocket , lv2 icvs 2510720305849 765-48-sb8 hatch roof assembly vehicle , c2 r72 1005-007280 pin firing set gr1 6p11 3-14 , lv2 rcv 765- 94-sb323 bag fot stowing life jackets , lv3 icvs 330- 125-1 2 tommy bar dia 10

CTN :45522031 Due date: 25 Jun, 202625 Jun, 2026 NA
Tender For supply of lv2 icvs 8465-000785 765-93-sb112 bag kit , lv1 r90 so-2-000tu limiting counter so-2 , lv1 wzt-3 b71-43- 009-2 pump pns 240sm or hydraulic engine , lv1 r90 gost 2839-80 wrench 7811-0045 d2 ts 21xp 41x46 , n1 r90 5360-041472 spring helical torsion , z6 r72 misc- 113-150-009 bag , lv2 icvs 5120-007327 675-93sb-117 tommy bar , lv3 tung tu25-02-1500-76 a techometer generator d-4 , lv2 rcv 2-vk-015 electro pneumatic valve bk-48 , n1 r90 5120-423655 2a46mcb42.3cb wrench tools

CTN :45529672 Due date: 26 Jun, 202626 Jun, 2026 NA
Tender For supply of c2 r72 1005-007762 brush with holder drg no. 22886-sa , z6 r90 bpb29.113 lever , lv2 rcv 330-125-1 tommy bar dia 10 , lv1 r72 527-08-70-1090 pin for wire rope , lv2 icvs 765-93-sb196 funnel for fuel oil water of fuel oil , lv2 icvs 5340720240928 5 hd-14 cup suction , lv1 r72 4710720314700 pipe branch 172- 36-055sb-a , z6 r90 oyuo-360-068tu pg 2-9 selector switch pg 2-9-6p 2n vk , lv1 r72 172.36.078sb vorfex unit with filter 172-36-078sb , z1 r90 misc-188-73- 011sb-1 cable no 6p

State Government

CTN :45397974 Due date: 18 Jun, 202618 Jun, 2026 80.77 Lacs
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

CTN :45374718 Due date: 17 Jun, 202617 Jun, 2026 NA
Tender For corrigendum : procurement of transom seat for bailey bridge panel dowel pin bracing plate chord tie plate ring plate mild steel socket shearing plate slotted plate as sub contract basis for works contract at howrah works

Central Government/Public Sector

CTN :45498243 Due date: 20 Jun, 202620 Jun, 2026 NA
Tender For supply of beaded plugs aa7242344093 , adaptor as per drg.41531401126 w90415302765 , plug w96413500697 , screen w96413500913 , washer w96413500921 , washer w96413506997 , washer w96413507012 , threaded pin w96413507039 , hexagonal socket head screw w96413507071 , socket head screw m16x40 w96413507748 , socket head screw m8x30 w96413520019 , thread insert w96413602120 , dowel m6 to drg.41380701010 w96413800089 , pipe bend w96413901985 , plug w96413902442 , union grade 40c8 w96413903228 , pvc hose nylon braided l 15000 w96413904410 , key w96414300969 , plug 41450801034 w96414500461 , reducer nipple w96414901814 , coupling w96414902799 , hex. nipple w96414903019 , gasket w98414500102 , threaded pin 41430301011 w97414300030 , alignment screw w97413900327 , washer w96413507020 , ss adaptor for nb 10 31492501070 var 01 w96414907170 , screw union w96415001159 , screw union w96415001167 , adaptor to drg.41500001164 w96415002279 , connection piece as per drg. 41500601090 w96415002546 , adaptor nb20 w96415303015 , ss adaptor welded ends 34mm w96415303414 , adaptor var.01 w96415305026 , balance screw dr.31360601014 var.00 w97413600099 , balance screw dr. 31360601014 var.01 w97413600102 , balance hole plug 31360601016 w97413600110 , threaded bolt w97413700026 , adaptor w96415300717 , adaptor w96415300741 , pipe union var 00 w96415302124 , adaptor var 01 w96415302167 , nozzle w96415302523 , ss adaptor 2 inch b.s.p. w96415303406 , tab washer 41352001015 w97413500353 , washer w97413900149 , ss adaptor for nb8 31492501070 var 00 w96414907162 , ss adaptor for nb 8 13.5 r12 as per drawing 31492501078 var00 w96414907189 , hose coupling w96414902802 , coupler w96414901458 , screw union brass 41421901000 w96414200050 , ring carbon steel w96413903759 , socket head screw m12x25 w96413520027 , nipple w96413501006 , union w96413500450

CTN :45499744 Due date: 24 Jun, 202624 Jun, 2026 27.12 Lacs
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

CTN :45499755 Due date: 24 Jun, 202624 Jun, 2026 17.88 Lacs
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

CTN :45499760 Due date: 24 Jun, 202624 Jun, 2026 27.45 Lacs
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.
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