Latest construction machinery spares Tenders | Government construction machinery spares Tenders

CTN :45499744

24 Jun, 2026 27.12 Lacs

Ongole - Andhra Pradesh

Tender For providing developmental works in torragudipadu g.p of chimakurthy mandal package 5 works - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482

CTN :45499755

24 Jun, 2026 17.88 Lacs

Ongole - Andhra Pradesh

Tender For providing developmental works in yerragudipadu (v) & g.p chimakurthy mandal package 2 (3 works) - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord. , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482

CTN :45425190

19 Jun, 2026 NA

Bazpur - Uttarakhand

Tender For supply of printing material for different departments in sugar mill - cane department – staff attendance registers at centers, cane requisition slips, inspection books, weighbridge check books, daily road center cane receipt registers, shift-wise inspection reports, purchase center-wise daily cane receipt data, cane procurement details; chief engineer's office – turbine (150 hp), boiler (150 hp), vls boiler (150 hp), fibrizer turbine (150 hp), 2500 kva turbine, engineering boiler, 3000 kva turbine, diesel engine generators, t.g. set, w.p.s. turbine, cooling tower, power house panel 2500; chief chemist's office – pan (120 hp), pan grader (120 hp), ecp receiver (120 hp), pan sampler. डंबेनप्जम 50 चंहम मबी ठ.डेबनप्जम 50 छंम मबी भ.डेबनप्जम 50 छंम मबी ब.डेबनप्जम.50 चंहम मंबी छंड एचसम वेटर देवार्ट एचड़ी परिटेट डंठ1. 01 jan 100 chanma party report part 2. gate passes (inward/outward, 2 copies), gate pass books (serial nos. 01–500), gate pass registers (material inward/outward, employee gate pass, electrical staff, officers' exit), security department (employee gate pass book, material inward/outward register, employee gate pass register, electrical staff register, material movement register, officers' exit register), store department (debit note, freight voucher, indent voucher [purchase], indent voucher [general], stock position voucher, packing slip, delivery challan, stock verification pad, stock material receipt, issue slip voucher, permanent loan a/c register, form rg-9), general office (envelopes: small, medium, large; dispatch register, receipt register, acknowledgement voucher), transport department (log book, movement register), time office (application for leave, form 12, attendance register, time card). primary school - attendance register

State Government

CTN :45358052

06 Jun, 2026 10.00 Lacs

East Nimar - Madhya Pradesh

Tender For supply and collection of b.t.patch material diff.location of road under khandwa sub division - tippers/dumpers., steel wheel static / vibratory roller, motor grader, water tanker, excavator, back hoe (jcb), sensor paver, bitumen emultion browser, pneumatic tyre roller (ptr), wmm plant, batch type hot mix plant

CTN :45286668

28 May, 2026 60.00 Lacs

Rupbas - Rajasthan

Tender For estimated cost of construction materials required in mahanrega and other schemes for the financial year 2026&27 - close graded gsb material as pert table /400.a, aggregates 45mm to 2.8 mm, aggregates 6 mm nominal size, stone crusher dust finer than 3 mm with not more than 10% passing 0.075 sieve, cost of water, / / , - / , , , . . ., , fine , / , - /local, (fly ash), , ( , ), / (for other than road work), 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ), 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), yhm lfgr( 1/6), yhm lfgr( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm), (i st class), (ii class), / / , (rr), (cr), (15cm ), (23cm / ), (dpc,sill,coping,lintel,tand,almirha etc), 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / , upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, , 900 , 901 2300 , 2300 , ( ), 900 , 901 2300 , 2300 , ( 20mm ), 900 , 901 2300 , 2300 , , , ( ii quality/ 20mm ), 900 , 901 2300 , 2300 , , 100 x 75 ., 125 x 75 ., , up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks, glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work, cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, ( , ), , , , (30 mm , ), , ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, , (24 , 14 ), 40 , , 3 . . , - , , (water bound), - ( / ), ( / ), , hsd, , (25 mm thick), ( ), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), , . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), , . . . 1 mm ( / ), (183x90), , . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), 125 . . . . (grating), . . . np3 , 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked, 0.50 . ., 1.00 . ., 1.50 . ., 2.50 . ., 4.00 . ., 6.00 . ., 13/0.20 . . , , isi marked, 20 . . , 25 . . , isi marked, 25 . . , 20 . . , , 20 . . , 20 . ., , 25 . . , 20 . . ( ), , 3 , 2 , , 2 , 3 , , isi marked, 15/16 , 5/6 , , isi marked, 3 5/6 , 6 15/16 , 6 x 75 , , 2+2 , , , 2+4 , , , 2+6 , , , ( ), 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , pkjdksy, ihohlh okvj vsad e; doj vkbz,l%12701@1989 ds vuq:i , mhty] jksm] jksyj 8 ls 10 vu, lhi qqv jksyj, v~zd 9 vu, v~zsdvj 25 & 40 ,pih , v~zsdvj v~zksyh, v~zsdvj ikuh vsadj {kerk 4000 yhvj okvj, lhesav dadjhv fedlj 5&7 ?ku fqv, ifeiax lsv 15 ,pih, fufmy@ iysv gkmzos;j e; vkijsvj, mv xkmh@osy xkmh m~zkboj lfgr, f?klkbz ekhu e; vkijsvj cmh eksvj pkfyr , deizskj, hydrolic ezcavater@jcb ( burket capacity0.4 cum), meij, ldszij, lkvfjax ydmh ds quvs e; oyyh o vu; lkexzh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds ckn gvkuka, lvfjax fiykbz dh e; cyykh o vu; lkezxh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds gvkuka, lvfjax yksgs dh iysv dh e; oyykh o vu; lkexzh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds ckn gvkuka, ikuh o ifeiax o; hkjkbz, filkbz ekhu e; vijsvj nksvh glr pkfgr , dq,s gsrq yksgs dk qekz o;kl 03 eh mpkbz 75 lseh e; vhoh lkbzv ij yxkuk fu/kkzfjr vof/kds ckn gvkuk, dyvhosvj, wet mix plat @ 75 tonne capacity per hour, generator 250 kva, water tanker 6 kl capacity 5 km lead with one trip per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost carriage to cover cost of loading and unloading, motor grader 110 hp, vibratory roller 8-10 tonne

CTN :45286669

01 Jun, 2026 60.00 Lacs

Rupbas - Rajasthan

Tender For estimated cost of construction materials required in mahanrega and other schemes for the financial year 2026&27 - close graded gsb material as pert table /400.a, aggregates 45mm to 2.8 mm, aggregates 6 mm nominal size, stone crusher dust finer than 3 mm with not more than 10% passing 0.075 sieve, cost of water, / / , - / , , , . . ., , fine , / , - /local, (fly ash), , ( , ), / (for other than road work), 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ), 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), yhm lfgr( 1/6), yhm lfgr( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm), (i st class), (ii class), / / , (rr), (cr), (15cm ), (23cm / ), (dpc,sill,coping,lintel,tand,almirha etc), 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / , upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, , 900 , 901 2300 , 2300 , ( ), 900 , 901 2300 , 2300 , ( 20mm ), 900 , 901 2300 , 2300 , , , ( ii quality/ 20mm ), 900 , 901 2300 , 2300 , , 100 x 75 ., 125 x 75 ., , up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks, glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work, cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, ( , ), , , , (30 mm , ), , ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, , (24 , 14 ), 40 , , 3 . . , - , , (water bound), - ( / ), ( / ), , hsd, , (25 mm thick), ( ), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), , . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), , . . . 1 mm ( / ), (183x90), , . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), 125 . . . . (grating), . . . np3 , 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked, 0.50 . ., 1.00 . ., 1.50 . ., 2.50 . ., 4.00 . ., 6.00 . ., 13/0.20 . . , , isi marked, 20 . . , 25 . . , isi marked, 25 . . , 20 . . , , 20 . . , 20 . ., , 25 . . , 20 . . ( ), , 3 , 2 , , 2 , 3 , , isi marked, 15/16 , 5/6 , , isi marked, 3 5/6 , 6 15/16 , 6 x 75 , , 2+2 , , , 2+4 , , , 2+6 , , , ( ), 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , pkjdksy, ihohlh okvj vsad e; doj vkbz,l%12701@1989 ds vuq:i , mhty] jksm] jksyj 8 ls 10 vu, lhi qqv jksyj, v~zd 9 vu, v~zsdvj 25 & 40 ,pih , v~zsdvj v~zksyh, v~zsdvj ikuh vsadj {kerk 4000 yhvj okvj, lhesav dadjhv fedlj 5&7 ?ku fqv, ifeiax lsv 15 ,pih, fufmy@ iysv gkmzos;j e; vkijsvj, mv xkmh@osy xkmh m~zkboj lfgr, f?klkbz ekhu e; vkijsvj cmh eksvj pkfyr , deizskj, hydrolic ezcavater@jcb ( burket capacity0.4 cum), meij, ldszij, lkvfjax ydmh ds quvs e; oyyh o vu; lkexzh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds ckn gvkuka, lvfjax fiykbz dh e; cyykh o vu; lkezxh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds gvkuka, lvfjax yksgs dh iysv dh e; oyykh o vu; lkexzh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds ckn gvkuka, ikuh o ifeiax o; hkjkbz, filkbz ekhu e; vijsvj nksvh glr pkfgr , dq,s gsrq yksgs dk qekz o;kl 03 eh mpkbz 75 lseh e; vhoh lkbzv ij yxkuk fu/kkzfjr vof/kds ckn gvkuk, dyvhosvj, wet mix plat @ 75 tonne capacity per hour, generator 250 kva, water tanker 6 kl capacity 5 km lead with one trip per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost carriage to cover cost of loading and unloading, motor grader 110 hp, vibratory roller 8-10 tonne

Central Government/Public Sector

CTN :45301180

26 May, 2026 NA

Ramgarh - Jharkhand

Tender For corrigendum : supplementary discount for the tender of running and operation of one no grader with helper for road cleaning atpvunl, patratu

CTN :45203658

25 May, 2026 50.00 Lacs

Bikaner - Rajasthan

Tender For pr rd and nrega scheame material supply e -tender fy 2026-27 - / / , - / , , . . ., , fine / , - /local, (fly ash), , ( , ), / (for other than road work) 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ) 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), ( 1/6), ( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm) (i st class), (ii class), / / (rr), (cr), (15cm ), (23cm / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (dpc,sill,coping,lintel,tand,almirha etc) 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, 900 , 901 2300 , 2300 , ( ) 900 , 901 2300 , 2300 , ( 20mm ) 901 2300 , 900 , 2300 , , , ( ii quality/ 20mm ) 900 , 901 2300 , 2300 , 100 x 75 ., 125 x 75 ., up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (30 mm , ), ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, (24 , 14 ), 40 , 3 . . , - , (water bound), - ( / ), ( / ), hsd, , (25 mm thick), ( ) . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), . . . 1 mm ( / ), (183x90), . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , isi marked 25 . . , 20 . . , 20 . . , 20 . ., , 25 . . , 20 . . ( ), 3 , 2 , 2 , 3 , , isi marked 15/16 , 5/6 , , isi marked 3 5/6 , 6 15/16 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , , , item 211, wet mix plant @75 tonne capacity per hour, generator 250 kva, water tancker 6 kl capacity per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, motor grader 110 hp, vibrator roller 8-10 tonne, close garaded gsb material as part table 400 a, aggregates 45 mm to 2.8mm, aggregates 6 mm nominal size, stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve., cost of water

CTN :45203659

25 May, 2026 85.00 Lacs

Bikaner - Rajasthan

Tender For rd pr and mgnrega scheame material supply e-tender fy 2026-27 - / / , - / , , . . ., , fine / , - /local, (fly ash), , ( , ), / (for other than road work) 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ) 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), ( 1/6), ( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm) (i st class), (ii class), / / (rr), (cr), (15cm ), (23cm / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (dpc,sill,coping,lintel,tand,almirha etc) 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, 900 , 901 2300 , 2300 , ( ) 900 , 901 2300 , 2300 , ( 20mm ) 901 2300 , 900 , 2300 , , , ( ii quality/ 20mm ) 900 , 901 2300 , 2300 , 100 x 75 ., 125 x 75 ., up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (30 mm , ), ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, (24 , 14 ), 40 , 3 . . , - , (water bound), - ( / ), ( / ), hsd, , (25 mm thick), ( ) . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), . . . 1 mm ( / ), (183x90), . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , isi marked 25 . . , 20 . . , 20 . . , 20 . ., , 25 . . , 20 . . ( ), 3 , 2 , 2 , 3 , , isi marked 15/16 , 5/6 , , isi marked 3 5/6 , 6 15/16 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , , , item 211, wet mix plant @75 tonne capacity per hour, generator 250 kva, water tancker 6 kl capacity per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, motor grader 110 hp, vibrator roller 8-10 tonne, 500 micron ldpe plastic shett, aggregates 45 mm to 2.8mm, aggregates 6 mm nominal size, stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve., cost of water

CTN :45203668

26 May, 2026 60.00 Lacs

Bikaner - Rajasthan

Tender For corrigendum : fy 2026-27 rd pr and nrega scheame material supply e-tender - / / , - / , , . . ., , fine / , - /local, (fly ash), , ( , ), / (for other than road work) 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ) 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), ( 1/6), ( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm) (i st class), (ii class), / / (rr), (cr), (15cm ), (23cm / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (dpc,sill,coping,lintel,tand,almirha etc) 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, 900 , 901 2300 , 2300 , ( ) 900 , 901 2300 , 2300 , ( 20mm ) 901 2300 , 900 , 2300 , , , ( ii quality/ 20mm ) 900 , 901 2300 , 2300 , 100 x 75 ., 125 x 75 ., up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (30 mm , ), ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, (24 , 14 ), 40 , 3 . . , - , (water bound), - ( / ), ( / ), hsd, , (25 mm thick), ( ) . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), . . . 1 mm ( / ), (183x90), . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , isi marked 25 . . , 20 . . , 20 . . , 20 . ., , 25 . . , 20 . . ( ), 3 , 2 , 2 , 3 , , isi marked 15/16 , 5/6 , , isi marked 3 5/6 , 6 15/16 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , , , item 211, wet mix plant @75 tonne capacity per hour, generator 250 kva, water tancker 6 kl capacity per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, motor grader 110 hp, vibrator roller 8-10 tonne, close garaded gsb material as part table 400 a, aggregates 45 mm to 2.8mm, aggregates 6 mm nominal size, stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve., cost of water

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