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Excavator Bucket Scrap Tenders

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Bid Submission Date Range
Tender Value

CTN :36178199 Due date: 05 Jun, 202405 Jun, 2024 7.00 Lacs
Tender For corrigendum : supply of track excavator spares - bucket teeth 333 slash p7952 , rock bracker pipe flexible male slash female , bolt 6 inch x 1 inch 333 slash y0451 , teeth lock 980 slash 84767 , fuel filter 333 slash 19896 , oil filter , hydraulic filter kbj 1691 , baby filter glass krj 3836 , fuel stainer 333 slash k0099 , hydraulic stainer 332 slash 3289 , chain shoe nut 332 slash l9206 and 332 slash l9207 bolt , idler wheel 215 slash 12230 , sprocket wheel 332 slash j0022 , fuel separator

Central Government/Public Sector

CTN :36198290 Due date: 06 Jun, 202406 Jun, 2024 8.00 Lacs
Tender For providing of custom bid for services - dental surgical and consumble items - two way syringe (air & water) attached with dental chair, nsk (turbox) air rotor oil spray, galaxy air - rotor oil spray, -, distilled water bodle for dental chair (1 litre) high quality, plastic transparent without cap, saliva ejectors '(suction pipe) high quality plastic disposable, self sealing autoclavable sterilization pouches sizes:o, 90mm, rvg sleeves (pack of 500), digital glass bead steriliser with glass bead pouch (uniclave), diagnosis items, gdc mouth mirror (top & handle), regular s=oos (stainless steel) mouth mirror (top & handle), gdc straight probe, gdc curved probe, gdc tweezel, cotton holder ', waste receiver, kidney tray (medium & large) , ,i, s.s steel instrument with cover (medium & large), formalin chamber with 3 tray (largest size) (28/1 x 8/1 x 8/1), gdc william periodontal probe with marking, oral surgical item, short needle size 30 guaze for injection, surface anaesthesia gel 5% (lignocaine), udyn lignocaine spray for surface anaesthesia, 5% lignocaine sprayl, suture needle (half circle) (size no=0017 ,18,19), up & cheack retractor (set of 2) (adult & pediatric) .-, (plasticl, bite block (set of 03), septodont alveogyl for dry socket pastj10 gram), sterile absorabable gelat~ on foam f or surgical use, gdc extraction forcep kit (set of 14) (maxillary set), gdc extraction forcep kit (set of 14)lmandibulal set), gdc periosteal elevator (small & large), bone curratage (small & large), b=oop=ooblade size no :-11,12,15, bone file (small & large), warvick jame 's elevator set of 3 (r+ , l+ ,5), 26.5/27 guaze long needle (0.45 x 38mm), prophy oral prophylaxis polishing paste, polishing cup (rubber), gdc spoon excavator (small & large), gdc cement mixing spatula (metal), gdc ball burnishel (small & large), gdc plasting filling instrument (small & large), gdc condensor (small & large), articulating strips paper ;, articulating paper forcep, gdc rubber damn kit with accessories, gdc toffelmeir matrix band with retainer, toffelmeir matrices band, saddle matrices (metal), sectional or saddle matrices kit (top bm) with retainer, plastic transparent celluloid strips -, wedges (plastic & wooden), agate plastic cement mixing spatula, glass slab, high quality suction pipes, dapper dish, gdc restorative instrument kit (set of 19), mixing pad for gic, composite resorative polishing kit, zinc oxide powder . ., prime) eugenol oil, gic gc fuji lable -1 (lining & cuting), gic gc fuji lable - 2 (restorstive), gic gc fuji type2 lc (mini pack), gic gc fuji type - 9 (high strength), gic gc fuji miracle mix -, gic g cem one (pure resin cement), gic fuji cem (resin modified) paste pack with, cartridge 13.3 gram / 7.2 ml, paste pakd ispensor, oraflll temporary filling material, hybond gic (cutting & lining), nano hybrid composite restorative material kit with accessories including , -37% phosphoric acid etching gel, nanohybrid flowable light cure composite restorative kit with accessories dentin bonding agent with applicator tip, -37% phosphoric acid ecthing gel, 37% phosphoric acid ecthing gel, single bond dentale bonding agent universal, i h generation dentin bonding agent, 8 generation dentin bonding agent, bonding agent applicator tip, cordless rechargeable led light cure, teflon coated restorative composite instrument kit (set of 6), teflon coated condensor, teflon coated plastic filling instrument, nanohybrid restorative composite syringes ai, a2, a3 ,bl, b2, b3 ,, silva amalgam powder alloy zinc - free, calcium hydroxide powder, spirit lamp (steal) for heating instrument, gas torch (blow torchj(metal), denture bur - stone bar (2.35 mm shank), purple or pink, white, acrylic trimming bur, crown cutting burs, -, blue band, taper round tr -11,12,13,, mani diamond bur, tape fissure tf (smalil.., medium, large), wheel shape bur (13 c), diamond shape bur ex (blue), llex, 12ex, 20ex, 21ex, 3

corporations/Associations/Others

CTN :36198392 Due date: 06 Jun, 202406 Jun, 2024 69.07 Lacs
Tender For providing of repair and overhauling service - 700 lits capacity bucket wheel excavator; takraf india pvt ltd; no; buyer premises

State Government

CTN :35912608 Due date: 10 Jun, 202410 Jun, 2024 1.85 Crore
Tender For corrigendum : package no. rj-11-02/ml-np/2024-25 - missing link road from maharavansar to chhajusar border 2 km, clearing and grubbing road land. clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means. in area of non-thorny jungle., construction of embankment with material obtained from roadway cutting. construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3, excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m. excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per morth specification clause 301.3, granular sub-base with well graded material (table 400-1). by mix in place method. construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per morth specification clause 401. for grading iii material, providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406.by mechanical means with 1 km lead., prime coat. providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502., providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binder. providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means. bitumen (vg-30), seal coat. providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511. b : by mechanical means. case - ii : type b. bitumen (vg-30)., construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per desig

State Government

CTN :35912634 Due date: 10 Jun, 202410 Jun, 2024 2.46 Crore
Tender For corrigendum : package no. rj-11-01/ml-np/2024-25 - missing link road from balrasar tanwaran to gaushala - 1 km, clearing and grubbing road land. clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means. in area of non-thorny jungle., construction of embankment with material obtained from roadway cutting. construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3, excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m. excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per morth specification clause 301.3, granular sub-base with well graded material (table 400-1). by mix in place method. construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per morth specification clause 401. for grading iii material, providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406.by mechanical means with 1 km lead., prime coat. providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502., providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binder. providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means. bitumen (vg-30), seal coat. providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511.b : by mechanical means.case - ii : type b. bitumen (vg-30)., kilometre stone. reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including p
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