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List of latest m-s-scrap Tenders in Indian Tenders. Click on any m-s-scrap Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for m-s-scrap Tenders.

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101 Public Administrative Department
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Local Bodies
TRN :49022872 |  15 May, 2025
Tender Value : 50.00 Lacs
 Sikar - Rajasthan
Tender for tender for rate contract for supply of construction <span class="text-red-selected">mspan>aterial and providing equip<span class="text-red-selected">mspan>ent in gra<span class="text-red-selected">mspan> panchayat preeta<span class="text-red-selected">mspan>puri for fy 2025-26 ps nee<span class="text-red-selected">mspan>kathana - ghadhla kankar jhajhrha <span class="text-red-selected">mspan>ud <span class="text-red-selected">mspan>asala , li<span class="text-red-selected">mspan>e , ce<span class="text-red-selected">mspan>ent , fine aggregate , fly ash , sand gravel , grit stone brick , stone pattiya , precast tiles , vitrified , ce<span class="text-red-selected">mspan>ent interlocking wood with fitting , iron , structural steel , winding wire , iron girder , barbed wire , iron net , glass color paint , <span class="text-red-selected">mspan>odular socket outlet , ena<span class="text-red-selected">mspan>el paint ., bitu<span class="text-red-selected">mspan>en tax board , g i sheet , sheet , pipe , road roller , truck , vehicle hiring , co<span class="text-red-selected">mspan>pressor , du<span class="text-red-selected">mspan>per , tractor with scraper , ghisai <span class="text-red-selected">mspan>achine operator , cultivator , <span class="text-red-selected">mspan>anpower services , rolling shutter, ferro cover , tiles , stone , kerb stone , pipe , putti , , varnish , flange , g i band , sluice valve , sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>p set , sing phase head , handpu<span class="text-red-selected">mspan>p , connecting rods , fly ash brick , ordinary soil , hard soil , disintegrated rocks etc
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102 Power Plant
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State Government
TRN :49022912 |  01 Jan, 0001
Tender Value : 0
 Punalur - Kerala
Tender for tender for disposal of various pole scrap available at electrical sections then<span class="text-red-selected">mspan>ala, anchal west, pathanapura<span class="text-red-selected">mspan>,vilakudy and karavaloor under electrical division punalur . da<span class="text-red-selected">mspan>aged rs joist pole rail pole 8 <span class="text-red-selected">mspan> da<span class="text-red-selected">mspan>aged a type pole 10 <span class="text-red-selected">mspan> da<span class="text-red-selected">mspan>aged a type pole 11 <span class="text-red-selected">mspan> da<span class="text-red-selected">mspan>aged a type pole 12 <span class="text-red-selected">mspan> .
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103 Public Administrative Department
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Local Bodies
TRN :49022928 |  14 May, 2025
Tender Value : 50.00 Lacs
 Pali - Rajasthan
Tender for supply of construction <span class="text-red-selected">mspan>aterial and providing equip<span class="text-red-selected">mspan>ent in gra<span class="text-red-selected">mspan> panchayat koorna of panchayat sa<span class="text-red-selected">mspan>iti pali, dist.- pali- ghadhla kankar jhajhrha <span class="text-red-selected">mspan>ud <span class="text-red-selected">mspan>asala , li<span class="text-red-selected">mspan>e , ce<span class="text-red-selected">mspan>ent , fine aggregate , fly ash , sand gravel , grit stone brick , stone pattiya , precast tiles , vitrified , ce<span class="text-red-selected">mspan>ent interlocking wood with fitting , iron , structural steel , winding wire , iron girder , barbed wire , iron net , glass color paint , <span class="text-red-selected">mspan>odular socket outlet , ena<span class="text-red-selected">mspan>el paint ., bitu<span class="text-red-selected">mspan>en tax board , g i sheet , sheet , pipe , road roller , truck , vehicle hiring , co<span class="text-red-selected">mspan>pressor , du<span class="text-red-selected">mspan>per , tractor with scraper , ghisai <span class="text-red-selected">mspan>achine operator , cultivator , <span class="text-red-selected">mspan>anpower services , rolling shutter, ferro cover , tiles , stone , kerb stone , pipe , putti , , varnish , flange , g i band , sluice valve , sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>p set , sing phase head , handpu<span class="text-red-selected">mspan>p , connecting rods , fly ash brick , ordinary soil , hard soil , disintegrated rocks etc
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104 Public Administrative Department
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Local Bodies
TRN :49022932 |  14 May, 2025
Tender Value : 30.00 Lacs
 Pali - Rajasthan
Tender for supply of construction <span class="text-red-selected">mspan>aterial and providing equip<span class="text-red-selected">mspan>ent in gra<span class="text-red-selected">mspan> panchayat gurdai of panchayat sa<span class="text-red-selected">mspan>iti pali, dist.- pali- ghadhla kankar jhajhrha <span class="text-red-selected">mspan>ud <span class="text-red-selected">mspan>asala , li<span class="text-red-selected">mspan>e , ce<span class="text-red-selected">mspan>ent , fine aggregate , fly ash , sand gravel , grit stone brick , stone pattiya , precast tiles , vitrified , ce<span class="text-red-selected">mspan>ent interlocking wood with fitting , iron , structural steel , winding wire , iron girder , barbed wire , iron net , glass color paint , <span class="text-red-selected">mspan>odular socket outlet , ena<span class="text-red-selected">mspan>el paint ., bitu<span class="text-red-selected">mspan>en tax board , g i sheet , sheet , pipe , road roller , truck , vehicle hiring , co<span class="text-red-selected">mspan>pressor , du<span class="text-red-selected">mspan>per , tractor with scraper , ghisai <span class="text-red-selected">mspan>achine operator , cultivator , <span class="text-red-selected">mspan>anpower services , rolling shutter, ferro cover , tiles , stone , kerb stone , pipe , putti , , varnish , flange , g i band , sluice valve , sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>p set , sing phase head , handpu<span class="text-red-selected">mspan>p , connecting rods , fly ash brick , ordinary soil , hard soil , disintegrated rocks etc
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105 Public Administrative Department
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Local Bodies
TRN :49022935 |  14 May, 2025
Tender Value : 40.00 Lacs
 Pali - Rajasthan
Tender for supply of construction <span class="text-red-selected">mspan>aterial and providing equip<span class="text-red-selected">mspan>ent in gra<span class="text-red-selected">mspan> panchayat <span class="text-red-selected">mspan>anihari of panchayat sa<span class="text-red-selected">mspan>iti pali, dist.- pali- ghadhla kankar jhajhrha <span class="text-red-selected">mspan>ud <span class="text-red-selected">mspan>asala , li<span class="text-red-selected">mspan>e , ce<span class="text-red-selected">mspan>ent , fine aggregate , fly ash , sand gravel , grit stone brick , stone pattiya , precast tiles , vitrified , ce<span class="text-red-selected">mspan>ent interlocking wood with fitting , iron , structural steel , winding wire , iron girder , barbed wire , iron net , glass color paint , <span class="text-red-selected">mspan>odular socket outlet , ena<span class="text-red-selected">mspan>el paint ., bitu<span class="text-red-selected">mspan>en tax board , g i sheet , sheet , pipe , road roller , truck , vehicle hiring , co<span class="text-red-selected">mspan>pressor , du<span class="text-red-selected">mspan>per , tractor with scraper , ghisai <span class="text-red-selected">mspan>achine operator , cultivator , <span class="text-red-selected">mspan>anpower services , rolling shutter, ferro cover , tiles , stone , kerb stone , pipe , putti , , varnish , flange , g i band , sluice valve , sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>p set , sing phase head , handpu<span class="text-red-selected">mspan>p , connecting rods , fly ash brick , ordinary soil , hard soil , disintegrated rocks etc
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106 Construction
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State Government
TRN :49023607 |  16 May, 2025
Tender Value : 22.62 Lacs
 Lucknow - Uttar Pradesh
Tender for tender for construction and renovation work of co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>unity center located in sector-d of kanpur road sche<span class="text-red-selected">mspan>e - rcc repairs 2 chipping of unsound/weak concrete <span class="text-red-selected">mspan>aterial fro<span class="text-red-selected">mspan> slabs, bea<span class="text-red-selected">mspan>s, colu<span class="text-red-selected">mspan>ns etc. with <span class="text-red-selected">mspan>anual chisel and/ or by standard power driven percussion type or of approved <span class="text-red-selected">mspan>ake including tapering of all edges, <span class="text-red-selected">mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforce<span class="text-red-selected">mspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all co<span class="text-red-selected">mspan>plete as per direction of engineer-in-charge. 3 75<span class="text-red-selected">mspan><span class="text-red-selected">mspan> average thickness 4 50<span class="text-red-selected">mspan><span class="text-red-selected">mspan> average thickness 5 25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> average thickness 6 cleaning of reinforce<span class="text-red-selected">mspan>ent fro<span class="text-red-selected">mspan> rust fro<span class="text-red-selected">mspan> the reinforcing bars to give it a total rust free steel surface by using alkaline che<span class="text-red-selected">mspan>ical rust re<span class="text-red-selected">mspan>over of approved <span class="text-red-selected">mspan>ake with paint brush and re<span class="text-red-selected">mspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all co<span class="text-red-selected">mspan>plete as per direction of engineer-in-charge. 7 bars upto 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia<span class="text-red-selected">mspan>eter 8 bars above 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia<span class="text-red-selected">mspan>eter 9 drilling suitable holes in reinforced or plain ce<span class="text-red-selected">mspan>ent concrete with power driven drill <span class="text-red-selected">mspan>achine to a <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> depth of 100<span class="text-red-selected">mspan><span class="text-red-selected">mspan> upto 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> in rcc bea<span class="text-red-selected">mspan>s, lintels, colu<span class="text-red-selected">mspan>ns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved <span class="text-red-selected">mspan>ake but excluding the cost of reinforce<span class="text-red-selected">mspan>ent, all co<span class="text-red-selected">mspan>plete as per direction of engineer-in-charge.upto and including 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia. 10 providing, <span class="text-red-selected">mspan>ixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge co<span class="text-red-selected">mspan>plete in all respect.epoxy bonding adhesive having coverage 2.20 sq<span class="text-red-selected">mspan>/kg of approved <span class="text-red-selected">mspan>ake 11 providing, <span class="text-red-selected">mspan>ixing and applying sbr poly<span class="text-red-selected">mspan>er (of approved <span class="text-red-selected">mspan>ake) <span class="text-red-selected">mspan>odified ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar in proportion of 1:4 (1 ce<span class="text-red-selected">mspan>ent: 4 graded coarse sand with poly<span class="text-red-selected">mspan>er <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> 2% by wt. of ce<span class="text-red-selected">mspan>ent used) as per specifications and directions of engineer-in-charge.note: <span class="text-red-selected">mspan>easure<span class="text-red-selected">mspan>ent and pay<span class="text-red-selected">mspan>ent: the pre-<span class="text-red-selected">mspan>easure<span class="text-red-selected">mspan>ent of thickness shall be done just after the surface preparation is co<span class="text-red-selected">mspan>pleted and pay<span class="text-red-selected">mspan>ent under this ite<span class="text-red-selected">mspan> shall be <span class="text-red-selected">mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt <span class="text-red-selected">mspan>etal instru<span class="text-red-selected">mspan>ent and/or the 75<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size cube crushing strength at the end of 28 days to be not less than 30 n/sq<span class="text-red-selected">mspan><span class="text-red-selected">mspan>2). 12 25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> average thickness in 2 layers. 13 50 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> average thickness in 3 layers. 14 providing and laying sbr poly<span class="text-red-selected">mspan>er <span class="text-red-selected">mspan>odified (of approved <span class="text-red-selected">mspan>ake @ <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> 2% by wt. of ce<span class="text-red-selected">mspan>ent used) plain/reinforced concrete jacket for the structural<span class="text-red-selected">mspan>e<span class="text-red-selected">mspan>bers e.g. colu<span class="text-red-selected">mspan>ns, pillars, piers, bea<span class="text-red-selected">mspan>s etc with concrete having the specified <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> characteristic co<span class="text-red-selected">mspan>pressive strength [with ordinary portland ce<span class="text-red-selected">mspan>ent, coarse sand and graded stone aggregate of 10<span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>axi<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> size in proportion as per design criteria] with specified average thickness all-round existing core of rcc <span class="text-red-selected">mspan>e<span class="text-red-selected">mspan>ber.note: rates shall be for finished surface area of concrete and shall include the cost of <span class="text-red-selected">mspan>aking holes in existing rcc slab, if required, for pouring concrete in shuttering <span class="text-red-selected">mspan>ould of jacket and appropriate approved super-plasticiser forrendering concrete as flowable self co<span class="text-red-selected">mspan>pacting and sbr poly<span class="text-red-selected">mspan>er but shall exclude cost of reinforce<span class="text-red-selected">mspan>ent, bond coat, shear keys, centering and shuttering, strutting, propping etc (pay<span class="text-red-selected">mspan>ent under this ite<span class="text-red-selected">mspan> shall be <span class="text-red-selected">mspan>adeonly after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt <span class="text-red-selected">mspan>etal instru<span class="text-red-selected">mspan>ent) 15 50<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick in grade <span class="text-red-selected">mspan> 25 with ce<span class="text-red-selected">mspan>ent content not less than 330 kg per cu<span class="text-red-selected">mspan> 16 75<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick in grade <span class="text-red-selected">mspan> 25 with ce<span class="text-red-selected">mspan>ent content not less than 330 kg per cu<span class="text-red-selected">mspan> 17 100<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick in grade <span class="text-red-selected">mspan> 25 with ce<span class="text-red-selected">mspan>ent content not less than 330 kg per cu<span class="text-red-selected">mspan> 18 providing and injecting approved grout in proportion reco<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ended by the <span class="text-red-selected">mspan>anufacturer into cracks/honey-co<span class="text-red-selected">mspan>b area of concrete/<span class="text-red-selected">mspan>asonry by suitable gun/pu<span class="text-red-selected">mspan>p at required pressure including cutting of nipples after curing etc. co<span class="text-red-selected">mspan>plete as per directions of engineer-in-charge.(the pay<span class="text-red-selected">mspan>ent shall be <span class="text-red-selected">mspan>ade on the basis of actual weight of approved grout injected.) 19 epoxy injection grout in concrete/rcc work of approved <span class="text-red-selected">mspan>ake 20 providing, erecting, <span class="text-red-selected">mspan>aintaining and re<span class="text-red-selected">mspan>oving te<span class="text-red-selected">mspan>porary protective screens <span class="text-red-selected">mspan>ade out of specified fabric with all necessary fixing arrange<span class="text-red-selected">mspan>ent to ensure that it re<span class="text-red-selected">mspan>ains in position for the work duration as required by the engineerin- charge.wooven pvc cloth 21 shotcreting r.c.c. colu<span class="text-red-selected">mspan>ns, bea<span class="text-red-selected">mspan>s and slabs etc. in layers with approved design <span class="text-red-selected">mspan>ix concrete having the specified <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> characteristic co<span class="text-red-selected">mspan>pressive strength [with ordinary portland ce<span class="text-red-selected">mspan>ent, coarse sand and graded stoneaggregate of 10 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>axi<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineer- in-chargenote: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. pay<span class="text-red-selected">mspan>ent under this ite<span class="text-red-selected">mspan> shall be <span class="text-red-selected">mspan>ade only after proper wet curing has been done and surface hasbeen satisfactorily evaluated by sounding/tapping with a blunt <span class="text-red-selected">mspan>etal instru<span class="text-red-selected">mspan>ent. 22 50<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick in grade <span class="text-red-selected">mspan> 25 with ce<span class="text-red-selected">mspan>ent content not less than 330 kg per cu<span class="text-red-selected">mspan> 23 75<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick in grade <span class="text-red-selected">mspan> 25 with ce<span class="text-red-selected">mspan>ent content not less than 330 kg per cu<span class="text-red-selected">mspan> 24 providing and inserting 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia galvanised steel injection nipple in honey co<span class="text-red-selected">mspan>b area and along crack line including drilling of holes of required dia<span class="text-red-selected">mspan>etre (20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 30<span class="text-red-selected">mspan><span class="text-red-selected">mspan>) up to depth fro<span class="text-red-selected">mspan> 30<span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> at required spacing and <span class="text-red-selected">mspan>aking the hole & crack dust free by blowing co<span class="text-red-selected">mspan>pressed air, sealing the distance between injection nipple with adhesive che<span class="text-red-selected">mspan>ical of approved <span class="text-red-selected">mspan>ake and allow it to cure co<span class="text-red-selected">mspan>plete as per direction of engineer-in-charge. 25 providing and fixing hard drawn steel wire fabric of size 75 x25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>esh or other suitable size wire <span class="text-red-selected">mspan>esh to be fixed & fir<span class="text-red-selected">mspan>ly anchored to the concrete surface by <span class="text-red-selected">mspan>eans of l shaped <span class="text-red-selected">mspan>ild steel shear key welded with existing reinforce<span class="text-red-selected">mspan>ent including the cost of <span class="text-red-selected">mspan>aterials, labour, tool & plants as approved by engineer-in-charge. 26 <span class="text-red-selected">mspan>ild steel or iron work in plain work such as in r.c.c. or r.b. (when not included in an over all rates ) including bending for proper co<span class="text-red-selected">mspan>pletion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be <span class="text-red-selected">mspan>easured up to floor two level. 27 centering and shuttering including strutting, propping etc. and re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan> for : lintels, bea<span class="text-red-selected">mspan>s, plinth bea<span class="text-red-selected">mspan>s, girders, bressu<span class="text-red-selected">mspan>ers and cantilevers 28 centering and shuttering including strutting, propping etc. and re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan> for : colu<span class="text-red-selected">mspan>ns, pillars, piers, abut<span class="text-red-selected">mspan>ents, posts and struts 29 centering and shuttering including strutting, propping etc. and re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan> for suspended floors, roofs, landings, balconies and access platfor<span class="text-red-selected">mspan> with water proof ply 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thic 30 waterproofing and terracing 31 providing and laying in situ five course water proofing treat<span class="text-red-selected">mspan>ent with app (atactic polypropylene) <span class="text-red-selected">mspan>odified poly<span class="text-red-selected">mspan>eric <span class="text-red-selected">mspan>e<span class="text-red-selected">mspan>berane over roof consisting of first coat of bitu<span class="text-red-selected">mspan>en pri<span class="text-red-selected">mspan>er @ 0.40 litre per sq<span class="text-red-selected">mspan>, 2nd & 4th courses of bonding <span class="text-red-selected">mspan>aterial @ 1.20 kg/sq<span class="text-red-selected">mspan>, which shall consist of blown type bitu<span class="text-red-selected">mspan>en of grade 85/25 confor<span class="text-red-selected">mspan>ing to is : 702, 3rd layer of roofing <span class="text-red-selected">mspan>e<span class="text-red-selected">mspan>brane app <span class="text-red-selected">mspan>odified poly<span class="text-red-selected">mspan>eric <span class="text-red-selected">mspan>e<span class="text-red-selected">mspan>brane 2.0 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick of 3.00 kg/ sq<span class="text-red-selected">mspan> weight consisting of five layers prefabricated with centre core as 100 <span class="text-red-selected">mspan>icron h<span class="text-red-selected">mspan>hdpe fil<span class="text-red-selected">mspan> sandwiched on both sides with poly<span class="text-red-selected">mspan>eric <span class="text-red-selected">mspan>ix and the poly<span class="text-red-selected">mspan>eric <span class="text-red-selected">mspan>ix is protected on both side with 20 <span class="text-red-selected">mspan>icron h<span class="text-red-selected">mspan>hdpe fil<span class="text-red-selected">mspan>. 5th, the top <span class="text-red-selected">mspan>ost layer shall be finished with brick tiles of class designation 10 grouted with ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:3 (1 ce<span class="text-red-selected">mspan>ent : 3 fine sand) <span class="text-red-selected">mspan>ixed with 2% integral water proofing co<span class="text-red-selected">mspan>pound by weight of ce<span class="text-red-selected">mspan>ent over a 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> layer of ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:3 (1 ce<span class="text-red-selected">mspan>ent : 3 fine sand) and finished neat (ite<span class="text-red-selected">mspan> of laying brick tiles shall be paid for separately). 32 ce<span class="text-red-selected">mspan>ent concrete flooring 1:2:4 (1 ce<span class="text-red-selected">mspan>ent : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat ce<span class="text-red-selected">mspan>ent, including ce<span class="text-red-selected">mspan>ent slurry, but excluding the cost of nosing of steps etc. co<span class="text-red-selected">mspan>plete.40 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick with 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size stone aggregate 33 <span class="text-red-selected">mspan>iscellaneous works 34 providing and fixing double scaffolding syste<span class="text-red-selected">mspan> (cup lock type) on the exterior side of building/structure, upto 25 <span class="text-red-selected">mspan>etre height, above ground level, includingadditional rows of scaffolding in stepped <span class="text-red-selected">mspan>anner as per require<span class="text-red-selected">mspan>ent of site, <span class="text-red-selected">mspan>ade with 40<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia <span class="text-red-selected">mspan>.s. tube, placed 1.5 <span class="text-red-selected">mspan>etre centre to centre, horizontal & vertical tubes joint with cup & lock syste<span class="text-red-selected">mspan> with <span class="text-red-selected">mspan>.s. tubes, <span class="text-red-selected">mspan>.s. tube challis, <span class="text-red-selected">mspan>.s. cla<span class="text-red-selected">mspan>ps and staircase syste<span class="text-red-selected">mspan> in the scaffolding for working platfor<span class="text-red-selected">mspan> etc. and <span class="text-red-selected">mspan>aintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying che<span class="text-red-selected">mspan>ical and re<span class="text-red-selected">mspan>oving it thereafter. the scaffolding syste<span class="text-red-selected">mspan> shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the work<span class="text-red-selected">mspan>en etc., co<span class="text-red-selected">mspan>plete as per directions and approval of engineer-in-charge.note:- (1) the elevational area of the scaffolding shall be <span class="text-red-selected">mspan>easured for pay<span class="text-red-selected">mspan>ent purpose. (2) the pay<span class="text-red-selected">mspan>ent will be <span class="text-red-selected">mspan>ade once only for execution of all ite<span class="text-red-selected">mspan>s for such works. 35 disposal of <span class="text-red-selected">mspan>ooru<span class="text-red-selected">mspan>/building rubbish/ <span class="text-red-selected">mspan>alba/ si<span class="text-red-selected">mspan>ilar unserviceable, dis<span class="text-red-selected">mspan>antled or waste <span class="text-red-selected">mspan>aterial by <span class="text-red-selected">mspan>echanical transport including loading, transporting, unloading to approved <span class="text-red-selected">mspan>unicipal du<span class="text-red-selected">mspan>ping ground for lead upto 10 k<span class="text-red-selected">mspan> for all lifts, co<span class="text-red-selected">mspan>plete as per directions of engineer-in-charge. 36 brick work with co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>on burnt clay f.p.s. (non <span class="text-red-selected">mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:6 (1 ce<span class="text-red-selected">mspan>ent : 6 coarse sand) 37 cleaning of under ground su<span class="text-red-selected">mspan>p, over head r.c.c. tank ( independent staging) including disposal of slit and rubbish, all as per direction of engineer-in-charge.the cleaning shall consist following operations:-(i) tank shall be e<span class="text-red-selected">mspan>ptied of water by pu<span class="text-red-selected">mspan>ping & botto<span class="text-red-selected">mspan> shall be cleaned of silt and other deposits.(ii) entire surface area of the su<span class="text-red-selected">mspan>p shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) chlorination of rcc internal surface by liquid chlorine.(iv) the treated surface shall be dried using air jetting and all loose particles shall be re<span class="text-red-selected">mspan>oval fro<span class="text-red-selected">mspan> the surface.(v) finally the surface shall be treated with ultraviolet radiation etc. as per direction of engineer-in-charge. 38 door-window repair 39 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: float glass panes of no<span class="text-red-selected">mspan>inal thickness 5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> (weight not less than 12.5kg/sq<span class="text-red-selected">mspan>) 40 renewal of old putty of glass panes (length) 41 de<span class="text-red-selected">mspan>olishing r.c.c. work <span class="text-red-selected">mspan>anually/ by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans including stacking of steel bars and disposal of unserviceable <span class="text-red-selected">mspan>aterial within 50 <span class="text-red-selected">mspan>etres lead asper direction of engineer - in- charge. 42 extra for cutting reinforce<span class="text-red-selected">mspan>ent bars <span class="text-red-selected">mspan>anually/ by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans in r.c.c. or r.b. work (pay<span class="text-red-selected">mspan>ent shall be <span class="text-red-selected">mspan>ade on the cross sectional area of r.c.c. or r.b. work) as per direction of engineer-in-charge. 43 de<span class="text-red-selected">mspan>olishing brick work <span class="text-red-selected">mspan>anually/ by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans including stacking of serviceable <span class="text-red-selected">mspan>aterial and disposal of unserviceable <span class="text-red-selected">mspan>aterial within 50 <span class="text-red-selected">mspan>etres lead as per direction of engineer-in-charge. in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 44 dis<span class="text-red-selected">mspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. co<span class="text-red-selected">mspan>plete and stacking within 50 <span class="text-red-selected">mspan>etres lead :of area beyond 3 sq. <span class="text-red-selected">mspan>etres 45 case<span class="text-red-selected">mspan>ent door double panel with french (false) <span class="text-red-selected">mspan>ullion with zinc alloy (za<span class="text-red-selected">mspan>ak) 3d hinges, <span class="text-red-selected">mspan>ulti-point locking syste<span class="text-red-selected">mspan> with cylinder, zinc alloy (za<span class="text-red-selected">mspan>ak) powder coated handles on both sides.using r4 series with fra<span class="text-red-selected">mspan>e (64 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> & above) x (55 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> & above) & sash (64 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> & above ) x (100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>& above) & french (false ) <span class="text-red-selected">mspan>ullion (64<span class="text-red-selected">mspan><span class="text-red-selected">mspan> & above) x (60 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> & above). (height above 2.5 <span class="text-red-selected">mspan>etre) 46 toughened glass 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thickness 47 finishing work 48 dis<span class="text-red-selected">mspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the du<span class="text-red-selected">mspan>ping ground within 50 <span class="text-red-selected">mspan>etres lead. 49 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster of <span class="text-red-selected">mspan>ix : 1:6 (1 ce<span class="text-red-selected">mspan>ent: 6 coarse sand) 50 re<span class="text-red-selected">mspan>oving white or colour wash by scrapping and sand papering and preparing the surface s<span class="text-red-selected">mspan>ooth including necessary repairs to scratches etc. co<span class="text-red-selected">mspan>plete 51 providing and applying white ce<span class="text-red-selected">mspan>ent based putty of average thickness 1 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>, of approved brand and <span class="text-red-selected">mspan>anufacturer, over the plastered wall surface toprepare the surface even and s<span class="text-red-selected">mspan>ooth co<span class="text-red-selected">mspan>plete. 52 finishing walls with pre<span class="text-red-selected">mspan>iu<span class="text-red-selected">mspan> acrylic s<span class="text-red-selected">mspan>ooth exterior paint with silicone additives of required shade: new work (two or <span class="text-red-selected">mspan>ore coats applied @ 1.43 ltr/10 sq<span class="text-red-selected">mspan> over and including pri<span class="text-red-selected">mspan>ing coat of exterior pri<span class="text-red-selected">mspan>er applied @ 2.20 kg/10 sq<span class="text-red-selected">mspan>) 53 diste<span class="text-red-selected">mspan>pering with oil bound washable diste<span class="text-red-selected">mspan>per of approved brand and <span class="text-red-selected">mspan>anufacture to give an even shade : new work (two or <span class="text-red-selected">mspan>ore coats) over and including water thinnable pri<span class="text-red-selected">mspan>ing coat with ce<span class="text-red-selected">mspan>ent pri<span class="text-red-selected">mspan>er 54 applying pri<span class="text-red-selected">mspan>ing coat:with ready <span class="text-red-selected">mspan>ixed red oxide zinc chro<span class="text-red-selected">mspan>ate pri<span class="text-red-selected">mspan>er of approved brand and <span class="text-red-selected">mspan>anufacture on steel galvanised iron/ steel works 55 painting with synthetic ena<span class="text-red-selected">mspan>el paint of approved brand and <span class="text-red-selected">mspan>anufacture of required colour to give an even shade :one or <span class="text-red-selected">mspan>ore coats on old work 56 washroo<span class="text-red-selected">mspan>s 57 dis<span class="text-red-selected">mspan>antling tile work in floors and roofs laid in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar including stacking <span class="text-red-selected">mspan>aterial within 50 <span class="text-red-selected">mspan>etres lead.for thickness of tiles 10 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> 58 providing and laying cera<span class="text-red-selected">mspan>ic glazed floor tiles of size 300x300 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> (thickness to be specified by the <span class="text-red-selected">mspan>anufacturer) of 1st quality confor<span class="text-red-selected">mspan>ing to is : 15622 of approved <span class="text-red-selected">mspan>ake in colours such as white, ivory, grey, fu<span class="text-red-selected">mspan>e red brown, laid on 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:4 (1 ce<span class="text-red-selected">mspan>ent : 4 coarse sand), jointing with grey ce<span class="text-red-selected">mspan>ent slurry @ 3.3 kg/sq<span class="text-red-selected">mspan> including pointing the joints with white ce<span class="text-red-selected">mspan>ent and <span class="text-red-selected">mspan>atching pig<span class="text-red-selected">mspan>ent etc., co<span class="text-red-selected">mspan>plete. 59 providing and fixing isi <span class="text-red-selected">mspan>arked flush door shutters confor<span class="text-red-selected">mspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with fra<span class="text-red-selected">mspan>e of 1st class hard wood and well <span class="text-red-selected">mspan>atched co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick including isi <span class="text-red-selected">mspan>arked stainless steel butt hinges with necessary screws 60 providing and fixing alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> handles, isi <span class="text-red-selected">mspan>arked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. co<span class="text-red-selected">mspan>plete : 125 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> 61 providing and fixing alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> tower bolts, isi <span class="text-red-selected">mspan>arked, anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. co<span class="text-red-selected">mspan>plete : 200x10 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> 62 providing and fixing alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> sliding door bolts isi <span class="text-red-selected">mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc. co<span class="text-red-selected">mspan>plete :
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107 Construction
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State Government
TRN :49024279 |  14 May, 2025
Tender Value : 0
 Firozabad - Uttar Pradesh
Tender for tender for repair work in govern<span class="text-red-selected">mspan>ent high school niya<span class="text-red-selected">mspan>atpur firozabad under alankar yojana - dis<span class="text-red-selected">mspan>antling doors and windows leaves including chaukhats but excluding hold fasts and including stacking of <span class="text-red-selected">mspan>aterials as directed by engineer-in-charge within a distance of 60 <span class="text-red-selected">mspan>eters (200 feet) ch-17 -si no. 15 (705) 2 dis<span class="text-red-selected">mspan>antling existing plaster including disposal of refuse as directed by engineer-in-charge within a distance of 60 <span class="text-red-selected">mspan>eters. ch-17 -si no. 16 (706) 3 earthwork in excavation in trenches for foundation pipes cable etc. in ordinary soil, including lift upto 1.5 <span class="text-red-selected">mspan> lead upto 50 <span class="text-red-selected">mspan> and dressing of sides and ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing of botto<span class="text-red-selected">mspan> and disposal of surplus excavated earth including all labour, t&p etc. for proper co<span class="text-red-selected">mspan>pletion of work, as directed by engineer incharge. (si. no. 251) 4 class-150 brick work in 1:3 ce<span class="text-red-selected">mspan>ent and coarse sand of 1.25 f<span class="text-red-selected">mspan> <span class="text-red-selected">mspan>ortar in super structure including necessary <span class="text-red-selected">mspan>oulding and cutting of bricks as required including supply of all <span class="text-red-selected">mspan>aterials, labour and t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of the work thickness of wall of half brick thick.ch-6 -si no. 2(6.1) 5 providing and laying in ce<span class="text-red-selected">mspan>ent concrete 1:1.5:3(1ce<span class="text-red-selected">mspan>ent:1.5 fine sand:3 graded brick aggregate 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) and curing co<span class="text-red-selected">mspan>plete including cost of for<span class="text-red-selected">mspan>work in foundation and floors. (si. no. 275) 6 providing and laying in ce<span class="text-red-selected">mspan>ent concrete 1:4:8 (1ce<span class="text-red-selected">mspan>ent:4fine sand:8graded brick aggregate 40 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) and curing co<span class="text-red-selected">mspan>plete including cost of for<span class="text-red-selected">mspan>work in foundation and floors. (si. no. 275) 7 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) door chaukhats above 1.5 sq.<span class="text-red-selected">mspan>. and upto 5 sq.<span class="text-red-selected">mspan>. 8 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) window chaukhats above 1.5 sq.<span class="text-red-selected">mspan>. and upto 5 sq.<span class="text-red-selected">mspan>. 9 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) ventilator chaukhats above 1.5 sq.<span class="text-red-selected">mspan>. and upto 5 sq.<span class="text-red-selected">mspan>. 10 provinding and fixing glass panes with putty and glazing clips in steel doors, windows,clerestory windows all co<span class="text-red-selected">mspan>plete with : 4.0 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick panes.ch-9 -si no. new(14) 11 <span class="text-red-selected">mspan>ild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required for<span class="text-red-selected">mspan> including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper co<span class="text-red-selected">mspan>pletion of the work. ch-10 -si no. 2, (503) 12 <span class="text-red-selected">mspan>ild steel and iron work of s<span class="text-red-selected">mspan>all size and section such as holding down woods, hold fasts tierods, grating, etc. (when not included in and over all rates) brought to required for<span class="text-red-selected">mspan> including supply of steel and its wastage including cost of bolts, nuts if required for proper co<span class="text-red-selected">mspan>pletion of work including fabrication of holes in door chaukhats and nosing. ch-10 -si no. 3, (502) 13 providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the <span class="text-red-selected">mspan>anufacturer) with water absorption less than 0.08% and confor<span class="text-red-selected">mspan>ing to is: 15622, of approved <span class="text-red-selected">mspan>ake, in all colours and shades,laid on 20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:4 (1 ce<span class="text-red-selected">mspan>ent : 4 coarse sand), jointing with grey ce<span class="text-red-selected">mspan>ent slurry @ 3.3 kg/ sq<span class="text-red-selected">mspan> including grouting the joints with white ce<span class="text-red-selected">mspan>ent and <span class="text-red-selected">mspan>atching pig<span class="text-red-selected">mspan>ents etc., co<span class="text-red-selected">mspan>plete.with out base concrete ch-14 -si no. 24 (11.41) sa<span class="text-red-selected">mspan>e as above but for 600x600<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size. 14 repairs to plaster of thickness 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> in patches of area 2.5 sq. <span class="text-red-selected">mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls co<span class="text-red-selected">mspan>plete, including disposal of rubbish to the du<span class="text-red-selected">mspan>ping ground within 50 <span class="text-red-selected">mspan>etres lead : ch-13 -si no. 18(14.1) (b) with ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:4 (1ce<span class="text-red-selected">mspan>ent: 4 coarse sand) 15 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster 1:4 (1 ce<span class="text-red-selected">mspan>ent and 4 finesand) in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angels cha<span class="text-red-selected">mspan>fers, and/or rounded angles not exceeding 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. in girth and finished even and s<span class="text-red-selected">mspan>ooth. no extra for <span class="text-red-selected">mspan>ixing any additive. (ch. 13 ite<span class="text-red-selected">mspan> no. 13.4 newly surface. 16 finishing walls with one coat of waterproof ce<span class="text-red-selected">mspan>ent paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to re<span class="text-red-selected">mspan>ove all dirt and re<span class="text-red-selected">mspan>ains of loose powder <span class="text-red-selected">mspan>aterial including curing and cost of all <span class="text-red-selected">mspan>aterials. ch. 15 ite<span class="text-red-selected">mspan> no. 19.29 17 finishing walls with one coat of waterproof ce<span class="text-red-selected">mspan>ent paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to re<span class="text-red-selected">mspan>ove all dirt and re<span class="text-red-selected">mspan>ains of loose powder <span class="text-red-selected">mspan>aterial including curing and cost of all <span class="text-red-selected">mspan>aterials. ch. 15 ite<span class="text-red-selected">mspan> no.662 18 providing & applying plaster of paris putty of 2 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thickness over plastered surface to prepare the surface even and s<span class="text-red-selected">mspan>ooth co<span class="text-red-selected">mspan>plete. ch. 15 ite<span class="text-red-selected">mspan> no. 31-new 19 one pri<span class="text-red-selected">mspan>ing coat & two coat oil diste<span class="text-red-selected">mspan>per on new work including supply of all <span class="text-red-selected">mspan>aterials, labour, t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of work. paint to be used should confir<span class="text-red-selected">mspan> isi no. 103-1950. (si. no. 9+10-682) chapter -16 20 painting 1st coat over pri<span class="text-red-selected">mspan>ing coat (but excluding cost of pri<span class="text-red-selected">mspan>ing coat) on steel and other <span class="text-red-selected">mspan>etal surfaces upto 10c<span class="text-red-selected">mspan> width or girth or s<span class="text-red-selected">mspan>all articles not exceeding 0.10 sq.<span class="text-red-selected">mspan>. in area with superior synthetic ena<span class="text-red-selected">mspan>el such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign <span class="text-red-selected">mspan>atter sand papering and scrapping including cost of all <span class="text-red-selected">mspan>aterials, labour, tools and plants etc. required for proper co<span class="text-red-selected">mspan>pletion of work.( ch-15 ,2-19.29 +3-642) 21 painting 1st coat over pri<span class="text-red-selected">mspan>ing coat (but excluding cost of pri<span class="text-red-selected">mspan>ing coat) on steel and other <span class="text-red-selected">mspan>etal surfaces upto 10c<span class="text-red-selected">mspan> width or girth or s<span class="text-red-selected">mspan>all articles not exceeding 0.10 sq.<span class="text-red-selected">mspan>. in area with superior synthetic ena<span class="text-red-selected">mspan>el such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign <span class="text-red-selected">mspan>atter sand papering and scrapping including cost of all <span class="text-red-selected">mspan>aterials, labour, tools and plants etc. required for proper co<span class="text-red-selected">mspan>pletion of work.( ch-15 si no 3-642 ) 22 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, <span class="text-red-selected">mspan>anually controlled device (handle lever) confor<span class="text-red-selected">mspan>ing to is : 7231, with all fittings and fixtures co<span class="text-red-selected">mspan>plete, including cutting and <span class="text-red-selected">mspan>aking good the walls and floors wherever required:white vitreous china orissa pattern w.c. pan of size 580x440 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> with integral type foot rests. 23 providing and fixing wash basin with c.i. brackets, 15 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> c.p. brass pillar taps,32 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> c.p. brass waste of standard pattern, including painting of fittings and brackets,cutting and <span class="text-red-selected">mspan>aking good the walls wherever require: white vitreous china wash basin size 630x450 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> with a pair of 15 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> c. p. brass pillar taps 24 supply & fixing of 11 c<span class="text-red-selected">mspan> (4) internal dia. pvc down pipes co<span class="text-red-selected">mspan>plete with rosehead, bends and gratings & including supply of necessary <span class="text-red-selected">mspan>.s. cla<span class="text-red-selected">mspan>ps 2.5c<span class="text-red-selected">mspan>x 3 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>1x 1/8) fixed to walls, with & includiug supply of 15c<span class="text-red-selected">mspan> (6) long 6 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>(1/4) dia. nails & including supply of all <span class="text-red-selected">mspan>aterial labour and t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of the work & also including repair of plaster,pointing etc. if da<span class="text-red-selected">mspan>aged during fixing of pipes. details of 30 length. toilet waste water 25 note - 1. cost of <span class="text-red-selected">mspan>aintenance of road for five years will be paid as per g.o. no. 17/2024 sa-113/23-1-2024-23-1099/113/2023 date 16-01-2024 2. the depart<span class="text-red-selected">mspan>ental road roller if spare, shall be <span class="text-red-selected">mspan>ade available to the contructior at site @ rs. 2500 per day shall be <span class="text-red-selected">mspan>ade fro<span class="text-red-selected">mspan> contractors bell for idle period 3.pay<span class="text-red-selected">mspan>ent of <span class="text-red-selected">mspan>aintenance shall be <span class="text-red-selected">mspan>ade as per final execution of civil work wich <span class="text-red-selected">mspan>ay vary fro<span class="text-red-selected">mspan> the boq.
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108 Panchayat Division
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State Government
TRN :49024498 |  20 May, 2025
Tender Value : 80.00 Lacs
 Ajmer - Rajasthan
Tender for e-tender for purchase of the following construction <span class="text-red-selected">mspan>aterial for the works approved under <span class="text-red-selected">mspan>nrega and other sche<span class="text-red-selected">mspan>es for the gra<span class="text-red-selected">mspan> panchayat andheri deory during the period up to financial year 2025-26 - ghadhla kankar jhajhrha <span class="text-red-selected">mspan>ud <span class="text-red-selected">mspan>asala , li<span class="text-red-selected">mspan>e , ce<span class="text-red-selected">mspan>ent , fine aggregate , fly ash , sand gravel , grit stone brick , stone pattiya , precast tiles , vitrified , ce<span class="text-red-selected">mspan>ent interlocking wood with fitting , iron , structural steel , winding wire , iron girder , barbed wire , iron net , glass color paint , <span class="text-red-selected">mspan>odular socket outlet , ena<span class="text-red-selected">mspan>el paint ., bitu<span class="text-red-selected">mspan>en tax board , g i sheet , sheet , pipe , road roller , truck , vehicle hiring , co<span class="text-red-selected">mspan>pressor , du<span class="text-red-selected">mspan>per , tractor with scraper , ghisai <span class="text-red-selected">mspan>achine operator , cultivator , <span class="text-red-selected">mspan>anpower services , rolling shutter, ferro cover , tiles , stone , kerb stone , pipe , putti , , varnish , flange , g i band , sluice valve , sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>p set , sing phase head , handpu<span class="text-red-selected">mspan>p , connecting rods , fly ash brick , ordinary soil , hard soil , disintegrated rocks etc
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109 Panchayat Division
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State Government
TRN :49024501 |  20 May, 2025
Tender Value : 80.00 Lacs
 Ajmer - Rajasthan
Tender for e-tender for purchase of the following construction <span class="text-red-selected">mspan>aterial for the works approved under <span class="text-red-selected">mspan>nrega and other sche<span class="text-red-selected">mspan>es for gra<span class="text-red-selected">mspan> panchayat during the period up to financial year 2025-26 - ghadhla kankar jhajhrha <span class="text-red-selected">mspan>ud <span class="text-red-selected">mspan>asala , li<span class="text-red-selected">mspan>e , ce<span class="text-red-selected">mspan>ent , fine aggregate , fly ash , sand gravel , grit stone brick , stone pattiya , precast tiles , vitrified , ce<span class="text-red-selected">mspan>ent interlocking wood with fitting , iron , structural steel , winding wire , iron girder , barbed wire , iron net , glass color paint , <span class="text-red-selected">mspan>odular socket outlet , ena<span class="text-red-selected">mspan>el paint ., bitu<span class="text-red-selected">mspan>en tax board , g i sheet , sheet , pipe , road roller , truck , vehicle hiring , co<span class="text-red-selected">mspan>pressor , du<span class="text-red-selected">mspan>per , tractor with scraper , ghisai <span class="text-red-selected">mspan>achine operator , cultivator , <span class="text-red-selected">mspan>anpower services , rolling shutter, ferro cover , tiles , stone , kerb stone , pipe , putti , , varnish , flange , g i band , sluice valve , sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>p set , sing phase head , handpu<span class="text-red-selected">mspan>p , connecting rods , fly ash brick , ordinary soil , hard soil , disintegrated rocks etc
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110 Panchayat Division
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State Government
TRN :49025459 |  20 May, 2025
Tender Value : 80.00 Lacs
 Ajmer - Rajasthan
Tender for e-tender for purchase of the following construction <span class="text-red-selected">mspan>aterial for the works approved under <span class="text-red-selected">mspan>nrega and other sche<span class="text-red-selected">mspan>es for the gra<span class="text-red-selected">mspan> panchayat begliyawas during the period up to the financial year 2025-26 - ghadhla kankar jhajhrha <span class="text-red-selected">mspan>ud <span class="text-red-selected">mspan>asala , li<span class="text-red-selected">mspan>e , ce<span class="text-red-selected">mspan>ent , fine aggregate , fly ash , sand gravel , grit stone brick , stone pattiya , precast tiles , vitrified , ce<span class="text-red-selected">mspan>ent interlocking wood with fitting , iron , structural steel , winding wire , iron girder , barbed wire , iron net , glass color paint , <span class="text-red-selected">mspan>odular socket outlet , ena<span class="text-red-selected">mspan>el paint ., bitu<span class="text-red-selected">mspan>en tax board , g i sheet , sheet , pipe , road roller , truck , vehicle hiring , co<span class="text-red-selected">mspan>pressor , du<span class="text-red-selected">mspan>per , tractor with scraper , ghisai <span class="text-red-selected">mspan>achine operator , cultivator , <span class="text-red-selected">mspan>anpower services , rolling shutter, ferro cover , tiles , stone , kerb stone , pipe , putti , , varnish , flange , g i band , sluice valve , sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>p set , sing phase head , handpu<span class="text-red-selected">mspan>p , connecting rods , fly ash brick , ordinary soil , hard soil , disintegrated rocks etc
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