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Get complete information related to latest Lead Sheet Scrap Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Lead Sheet Scrap Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Lead Sheet Scrap Tenders .

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Central Government/Public Sector

CTN :45532362 Due date: 03 Jul, 202603 Jul, 2026 45.00 Lacs
Tender For certain repair to water supply distribution lines and other connected items at mil stn bhuj and gandhidham under ge (a) bhuj - taking up u/s ci /di/ac water main (incl all fitting) with spigot & socket /ms pipe or any other type of pipe or lead joint incl burning out joint & recovering lead from pipe of 400 mm bore for laying /rerouting of serviceable pipe after cleaning complete all as specified and as directed., all as per item 1 above but 250 mm dia bore complete all as specified and as directed., all as per item 1 above but 200 mm dia bore complete all as specified and as directed., all as per item 1 above but 150 mm dia bore complete all as specified and as directed., all as per item 1 above but 100 mm dia bore complete all as specified and as directed., material and labour di pipes of size 400 mm bore with spigot and socket end centrifugally cast class "k- 9" , in any length laid in trenches/on surface/ over masonary pillar and connection to old or new position complete all as specified and as directed., all as per item 6 above but 250 mm dia bore complete all as specified and as directed., all as per item 6 above but 200 mm dia bore complete all as specified and as directed., all as per item 6 above but 150 mm dia bore complete all as specified and as directed., all as per item 6 above but 100 mm dia bore complete all as specified and as directed., material and labour di pipes of size 200 mm bore with spigot and socket end centrifugally cast class "k- 7" , in any length laid in trenches/on surface/ over masonary pillar and connection to old or new position complete all as specified and as directed., all as per item 11 above but 150 mm dia bore complete all as specified and as directed., all as per item 11 above but 100 mm dia bore complete all as specified and as directed., m&l di bend any type radius and angle tapers any type straght bend increacing decreacing or double socket etc) tee pipe single branch y juction double branch cross(all socket and spiogat collars caps and plug for the pipe socket & spiogat of the following size 250 upto 400 mm dia complete all as specified and as directed., all as per item 13 above but upto 80 to 200 mm bore complete all as specified and as directed., m&l for run laid laid joint for ci pipe of size 100 mm bore complete all as specified and as directed., m&l for run laid laid joint for ci pipe of size 150/200 mm bore complete all as specified and as directed., m&l for ruber gas ket joint/ tyton joint for ci / di pipe of size 250 to 400 mm bore complete all as specified and as directed., m&l for ruber gas ket joint/ tyton joint for ci / di pipe of size 80 to 200 mm bore complete all as specified and as directed., taking down carefully cast iron sluice valve of size 250 mm bore from ci water mains, dismantling parts and reassembling, replacement of brass spindle for sluice valve, class pn 1.0, and repacking stuffing box of sluice valve spindle, refixing in original position including provision of nuts, bolts, washers, rubbers gaskets etc complete all as specified and as directed., taking down carefully cast iron sluice valve of size 200 mm bore from ci water mains, dismantling parts and reassembling, replacement of brass spindle for sluice valve, class pn 1.0, and repacking stuffing box of sluice valve spindle, refixing in original position including provision of nuts, bolts, washers, rubbers gaskets etc complete all as specified and as directed., taking down carefully cast iron sluice valve of size 150 mm bore from ci water mains, dismantling parts and reassembling, replacement of brass spindle for sluice valve, class pn 1.0, and repacking stuffing box of sluice valve spindle, refixing in original position including provision of nuts, bolts, washers, rubbers gaskets etc complete all as specified and as directed., taking down carefully cast iron sluice valve of size 100 mm bore from ci water mains, dismantling parts and reassembling, replacement of brass s

CTN :45549179 Due date: 03 Jul, 202603 Jul, 2026 NA
Tender For - gst @ 18%s.no. item codeitem qty qty unit unit rate basic value escl.(%) amount biddingunitschedule () b-condition based works (including all taxes and charges)324500.00 rs.1140.00 set 1500.00 60000.00 at par 60000.00description:- igbt (s= 1300.00, l= 200.00)2240.00 numbers 2000.00 80000.00 at par 80000.00description:- igbt driver (s= 1700.00, l= 300.00)3310.00 numbers 2000.00 20000.00 at par 20000.00description:- 3 phase diode (s= 1700.00, l= 300.00)4430.00 numbers 1000.00 30000.00 at par 30000.00description:- single phase rectifier. (s= 800.00, l= 200.00)5520.00 set 1000.00 20000.00 at par 20000.00description:- scr (s= 800.00, l= 200.00)6650.00 set 700.00 35000.00 at par 35000.00description:- ac/dc fuse. (s= 600.00, l= 100.00)7730.00 numbers 1000.00 30000.00 at par 30000.00description:- display board. (s= 800.00, l= 200.00)8lump sum49500.00 at par 49500.00description :- gst @ 18%3. item breakupno item break up added4. eligibility conditionsspecial technical criterias.no.descriptionconfirmationrequiredremarksalloweddocumentsuploading1partnership rm/joint venture (jv) / hindu undivided family (huf) / limited liabilitypartnership (llp) etc. please submit a certificate in the prescribed format (please download theformat from the link given below). non submission of the certi cate, or submission ofcerti cate either not properly lled in, or in a format other than the prescribed format shalllead to summary rejection of your o er. (click here to download the format of selfcertification)no noallowed(mandatory)page 1 of 14run date/time: 10/06/2026 17:47:26cw-shop-llh-mechanical/eastern rlytender documenttender no: w_llh_05_2026-27closing date/time: 03/07/2026 14:00bidders shall confirm and certify on the behalf of the tenderer including its constituents as under:s.no.description1 i/we the tenderer (s) am/are signing this document after carefully reading the contents.2 i/we the tenderer(s) also accept all the conditions of the tender and have signed all the pages in confirmation thereof.3i/we hereby declare that i/we have downloaded the tender documents from indian railway website www.ireps.gov.in . i/we have verifiedthe content of the document from the website and there is no addition, no deletion or no alteration to the content of the tenderdocument. in case of any discrepancy noticed at any stage i.e. evaluation of tenders, execution of work or final payment of thecontract, the master copy available with the railway administration shall be final and binding upon me/us.4i/we declare and certify that i/we have not made any misleading or false representation in the forms, statements and attachments inproof of the qualification requirements.5i/we also understand that my/our offer will be evaluated based on the documents/credentials submitted along with the offer and sameshall be binding upon me/us.6i/we declare that the information and documents submitted along with the tender by me/us are correct and i/we are fully responsiblefor the correctness of the information and documents, submitted by us.7i/we certify that i/we the tenderer(s) is/are not blacklisted or debarred by railways or any other ministry / department of govt. of indiafrom participation in tender on the date of submission of bids, either in individual capacity or as a huf/ member of the partnershipfirm/llp/jv/society/trust.8i/we understand that if the contents of the certificate submitted by us are found to be forged/false at any time during process forevaluation of tenders, it shall lead to forfeiture of the bid security and may also lead to any other action provided in the contractincluding banning of business for a period of upto two year. further, i/we and all my/our constituents understand that my/our offer shallbe summarily rejected.9i/we also understand that if the contents of the certificate submitted by us are found to be false/forged at any time after the award ofthe contract, it will lead to termination of the contract, along with forfeiture of bid security/se

CTN :45511136 Due date: 24 Jun, 202624 Jun, 2026 3.60 Crore
Tender For supply of accessories for cable- (i)piercing connector type-i 16-50, (ii)piercing connector type-ii 16-50, (i)piercing connector type-i for single phase/ three phase (main 70-150 sqmm. tape of 50-95sqmm), (ii)piercing connector type-ii (main 70-150 sqmm tape-of 50-95 sqmm), suspension clamp with attachment, tension clamp with attachment, cable straight-through joint kit suitable for 70 sqmm, cable end termination kit suitable for 70 sqmm, i)t clamp for bus bar for dog to dog conductor, ii)terminal clamp for busbar for panther conductor, bi-metallic clamps for vcb, bi-metallic clamps for transformer, 30v 100ah lead acid battery, battery charger suitable for 30 v 100ah battery, 30v dc lithium-ion battery set, lt robust fuse unit/switch fuse unit, gi pipe 150mm b grade, gi pipe 150mm a grade, heat shrinkable cable jointing kit with lugs for 33/11 kv 3 core (33/11kv, 3*300 sqmm), (i)ht bi-metallic clamps for dtr, (ii)lt bi-metallic clamps for dtr, (i) dc distribution board with mcb, (ii)ac distribution board with mcb, led lamp complete fitting, (i) aluminium lugs 70 sqmm, (ii) aluminium lugs 150 sqmm, (iii) aluminium lugs 300 sqmm, pf unit (kitkat) 200 amp., pf unit (kitkat) 300 amp., hrc fuse base 200/250 amp., hrc fuse base 300 amp., hrc fuse base 400 amp., hrc fuse link 200/250 amp., hrc fuse link 300 amp., hrc fuse link 400 amp, hand operated chain pulley block 3 ton, silica gel breather 500 gm., (i) bi-metallic clamp suitable for 12mm dia lt stud, (ii) bi-metallic clamp suitable for 20mm dia lt stud, (iii) bi-metallic clamp suitable for ht stud, i) i-bolt 20 mm., ii) i-bolt 16 mm., t.c. fuse wire 14,16,18 & 20 swg, ethical & generic medicines and surgical items for dispensary mppkvvcl, ujjain

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

State Government

CTN :45487446 Due date: 18 Jun, 202618 Jun, 2026 15.00 Lacs
Tender For dhp sanitary - give pipe , gi elbow , gi socket , git , gi thi elbow , gi elbow , gi socket , git , gi mr elbow , gi elbow , gi socket , git , gi fletch , gi union , gi hook , bet every size , giti p.v.c. every size , gi. husband bangad , binary gi. steel , gi reducer socket , gi reducer t , gi tank joint , g.i. socket , g.i. pipe , p.v.c. reducer socket , p.v.c. reducer t , p.v.c. tank 2 layer , p.v.c. tank 3 layer , p.v.c. tank 4 layer , p.v.c. tank 6 layer , p.v.c. tank 3 layer ruff-tuff , p.v.c. tank 4 layer ruff-tuff , p.v.c. pipe , p.v.c. pipe , p.v.c.t. pipe , p.v.c. socket , p.v.c. y t , p.v.c. four t pipe , gi bug , gi solvent solution , c.p.v.c. pipe , c.p.v.c. plain elbows , c.p.v.c. plane socket , c.p.v.c. plain t , c.p.v.c. cross bend , c.p.v.c. brass elbow , c.p.v.c. brass t , c.p.v.c. plain reducer socket , c.p.v.c. tank nipple , c.p.v.c. tank nipple , c.p.v.c. tank nipple , c.p.v.c. upty socket , c.p.v.c. upty socket , c.p.v.c. union , gi saddle , gi saddle , p.v.c. system , p.v.c. geyser lead pipe , p.v.c. geyser lead pipe , p.v.c. geyser lead pipe , indian seat , indian seat , indian seat , brass geyser lead pipe , brass geyser lead pipe , brass geyser lead pipe , jet spray , jet sprey-one piece , wash basin big , wash basin small , wash basin , urinal big , urinal medium , urinal small , anchor nut , faster nut , eagle pair , eagle pair , waste coupling , waste coupling , waste pipe , tail nut , sink steel , sink steel , sink key waste coupling , p.v.c. system bottle , p.v.c. system parts , english seat cover , bend pipe of system , chamber lid bider , chamber lid bidder chamber lid bidder chamber lid bidder , chamber lid bider , gi nipple , gi nipple , gi nipple , gi nipple , gi nipple , gi nipple , gi hacka nipple , gi nipple , gi nipple , gi nipple , gi nipple , gi nipple , gi nipple , gi hacka nipple , gi haat , gi haat , gi haat , gi haat , gi nut bolt , gi nut bolt , binder wheel , binder wheel , bed sheet , sheet small , whiteness , whiteness , amsil , gi nipple 63 mm , gi nipple 63 mm , gi nipple 63 mm , gi nipple 63 mm , gi nipple , gi nipple , gi hacka nipple , gi nipple , gi nipple , gi nipple , gi nipple , gi nipple , gi nipple , gi hacka nipple , brass ball handle , brass ball handle , brass ball handle , brass ball handle , full wall , full wall , check wall , check wall , check wall , check wall , brass ball wall , brass ball road , p.v.c. ball wall , brass ball wall , brass ball wall , empty ball , dr. nal log bodi c.p. , dr nal log bodi , c.p. log body tap , c.p. soda body tap , c.p. pillar cock tap , c.p. lenter whole mirch , c.p. hynac pillar cock , c.p. lift cock faucet , c.p. swan neck faucet , concealed wall , concealed wall , eagle wall c.p. , brass taper cocke faucet , brass bick coke tap , brass stop coke wall , p.v.c. नल , p.v.c. pillar cockle faucet , p.v.c. eagle wall , steel mesh hole key , steel mesh hole key , steel mesh bathroom , steel mesh bathroom , steel mesh bathroom , c.p. plate big , c.p. plate small , center hole chilli leg , brass foot wall , p.v.c. foot wall , faucet bus coke faucet , c.p. nipple , c.p. nipple , c.p. nipple , c.p. nipple , c.p. nipple , c.p. nipple , tap head washer , tap head washer , tap head washer , tap head washer , tap head washer , tap head washer , dish head , dish head , jafar wasar , jafar wasar , dish head page , gi flanch , teplon tape , gi band , gi band , gi band , p.v.c. band , p.v.c. band , p.v.c. band , p.v.c. band , mirrors square , mirrors oval , mirrors round , mirrors rectangular , fashion pump , moter pump rewinding , submersible , operation and maintenance maintenance work rate per day

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.

CTN :45499769 Due date: 24 Jun, 202624 Jun, 2026 17.57 Lacs
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

CTN :45499776 Due date: 24 Jun, 202624 Jun, 2026 20.60 Lacs
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.

CTN :45499777 Due date: 24 Jun, 202624 Jun, 2026 13.75 Lacs
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.

CTN :45492885 Due date: 25 Jun, 202625 Jun, 2026 4.00 Lacs
Tender For supply of inch , ms bolt size 7 bata 8 inch x 4 inch , ms bolt size 5 bata 16 x 3 inch , ms bolt size 3 bata 4 inch x 6 inch , emery paper rough , ht allen bolt 12 x 40mm , ms washer 3 bata 4 inch , spring washer 1 inch , ms bolt size 1 bata 2 inch x 3 bata 2 inch , ms bolt size 1 bata 4 inch x 2 inch , spring washer size 7 bata 8 inch , spring washer 1 bata 2 inch , ms bolt 7 bata 8 x 3 inch , nylock nut 1 bata 2 inch , ms bolt 1 bata 2 inch x2 inch , ms bolt 1 bata 2 inch x 5 bata 2 inch , ms bolt 1 bata 2 inch x 3 inch , ms bolt 3 bata 4 inch x 5 inch , ms bolt 1 inchx4 inch , m s bolt 1 inchx5 inch , m s bolt 3 bata 4inchx 7 bta 2 inch , m s bolt 3 bata 4 inch x4 inch , m s bolt 3 bata 4 inch x3 inch , m s bolt 1 bata 2 inch x4 inch , ht bolt f bata t 1 inch x 7 bata 2 inch , ms nut bolt 16 x 100 mm , ht bolt 2 x 50 mm , ht bolt with nut ft 8 x 75 mm , ht bolt with nut ft 12 x 100 mm , ms bolt ft 8 x 50 mm , ms nut bolt 5 x 4 inch , m s bolt 5 bata 8 inch x4 inch , m s bolt 5 bata 8 inch x6 inch , ms bolt 1x3 inch , ht allen key bolt 10 x 100mm , ms hex bolt size 3 bata 8inch x 5 bata 2 inch , ms hex bolt size 5 bata 8 inch x 2 inch , m s hex bolt size 7 bata 8 inch x 6 inch , unbrako make high tensile bolt size 7 bata 8 inch x 7 bata 2 inch , ss hex bolt 8 x 50 mm , ss bolt nut with washer 12 x 120 mm , ht allenky bolt 10 x 140 mm , ht allenky bolt 6 x 50 mm , ms washer 1 bata 2 inch , ms bolt size 18 x 100 mm , ms bolt 6 x 75 mm full thread , ms bolt 10 x 40 mm full thread , ms bolt 10 x 75 mm full thread , ms bolt 5 bata 8 inch x 3 bata 2 inch , ss bolt and nut 8x35mm , ss bolt and nut 12 x 40mm full thread , hp steam joint 1 bata 8 inch , l p steam joint 1 bata 8 inch , asbestus gland packing n m style 1100 8mm , l p joint sheet non metallic 3 mm , gland packing style 1100 non metalic 10mm 3 bata 8 , asbestos packing style 1000 10mm , asbestos packing style 1000 12mm , steam joint sheet non metalice style no 20 to 1 bata 16 inch 3 bata 2mm , steam joint sheet metalice style no 54 1 bata 8 inch 3mm , asbestos packing style 1000 size 20mm , asbestos packing style 1000 size 25mm , gland packing style 1800 size 12mm , white lead , ms pipe 5 bata 4 inch , ms pipe 15mm , oil seal 250 x354 x 47 bata 50 mm , oil seal 30x47x7 , rubber spare tyre px 80 , rubber tyre for coupling px70 , nitrile rubber sheet , tyre for tyre coupling px40 , ci coupling complete set od290mm flange thickness 40mm pilot bore 40mm no of holes 8nos with pin and bush complete in all respects , lock washer mb 16 , air cylinder kit max flow 3 inch , ss bolt 10 x 65mm full thread with nut , boiler gauge glass size 3 bata 4 inch x 22 inch , packing sleve leader make , wire braided steam hose pipe size 3 bata 4 inch , ms nipple 1 bata 2 inch inner core 16 mm , dish paper 4 inch , aluminium araldite , blue paste
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