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Central Government / Public Sector

CTN :41103294 Due date: 06 Aug, 202506 Aug, 2025 NA
Tender For trd related work in connection with(1)replacement of 10 nos. of steel girder bridges of span 12.20 mtr by psc slab in dfr-thv section of sambalpur division(2)construction of rub/lhs in liu of trespassing location near km-311/29-31 in bmck-thv block section, km-308/29-31 of bmck-thv block section, near km 18/12-13 in ljr-bwip section, near km-257/5-7 of amb-ljr block section, near km-320/35-37 of bmck-thv block section (3) construction of rub/lhs in liu of lc-rv-230 at km 293/0-1 in mngd-bmck block section, lc-rv-228 at km-290/33-291/01 in mngd-bmck block section, lc-rv-220 at km-276/25-27 in dklu-mngd block section, lc-rv-217 at km 270/10-12 in amb-dklu block section, lc-rv-205 at km-249/1-2 in nrlr-ljr block section in sambalpur division.

CTN :41082911 Due date: 22 Jul, 202522 Jul, 2025 10.10 Crore
Tender For mgsy/25-26/teghra/02 - construction of h.l rcc bridge ( 6 x 18.75 m) over river balan in between pwd road to mujahidpur ( maheshpur- gehuni ghat per balan nadi par pul ) under bhagwanpur block in the district of begusarai, excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. up to 3.00 m depth ., levelling course for pile cap , providing and laying of pcc m15 levelling course 100mm thick below the pile cap., providing and laying reinforced cement concrete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 , rcc grade m -35 in pile cap, bored cast in situ piles r.c.c m-35 , pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 54.273+16.411+74.929+ 29.651= 175.264, 6mm thick. steel liner as per drawing and technical specification ., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well. assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 3768.00 for each island., pile load test on single vertical pile in accordance with is:2911(part-iv) 1985, a) initial load test @ 2.5 times load on 1 pile, c) lateral load test, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf qty = 20.810+28.454+1.762+0.313+1.289+1.139 =53.77, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specificatio,rcc grade m 30, height 5m to 10m, reinforeced cement concrete m30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification, pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, construction of rcc railing of m30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as

CTN :41082914 Due date: 22 Jul, 202522 Jul, 2025 4.44 Crore
Tender For (nabard)/25-26/rajauli/01 - 1) name of work: construction of hl rcc bridge over khuri river in gram panchayat bakshanda, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diasmeter all complete job as per specifiactions and direction of e/l, providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 .all complete job as per design upto 5 m height, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications. elastomeric bearing & pad, providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concre

Central Government / Public Sector

CTN :41029981 Due date: 01 Aug, 202501 Aug, 2025 NA
Tender For trd related work in connection with the work of "(1) replacement of 05 nos. of steel girder bridges of span 12.20mtr by psc slab in lae-tig section(2) provision of limited height subway in liu of lc no. rv-105 at km 142/14-15 in hsk-lkna section, lc no. rv-28 at km 41/0-1 in anmd-blsn section, l.c no. rv-141 at km 186/11-12 in mrbl-rnbt, l.c no. rv-108 at km 147/07-08 in hsk-trkr, l.c no. rv-137 at km. 183/5-6 in kbj-mrbl section, lc no. rv-102 at km 140/14-15 in hsk-lkna section, lc no. rv-67 at km 99/5-6 in kmk-krar section, lc no. rv-63 at km 95/4-5 in kmk-krar section(3) construction of rub/lhs in liu of tress passing location at closed lc no. rv-99 at km. 138/16-18 between lkna-hsk station in lae-tig section of sambalpur division.

CTN :41059544 Due date: 28 Jul, 202528 Jul, 2025 20.00 Lacs
Tender For construction material supply work for financial year 2025-26 - construction material supply work for financial year 2025-26, cement opc 43 grade bag, cement ppc bag, hysd steel bar 415 grade rod -all size, hysd steel 500 rod -all size, open bhatta brick, fly ash brick, chimney brick, narmada sand, stone aggragate 6 mm, stone aggragate 12.50mm, stone aggragate 20mm, stone aggragate 40mm, metal 45mm to 63mm, metal 63mm to 90mm, stone dust, stone dust with spreading roller compaction, hard moorum, hard moorum with spreading withcompaction, red sand stone slab 40mm thick, local flag stone 40mm, local flag stone 75mm, kota stone 25mm thick, kota stone 20mm thick, steel sheet centering & shuttering, ply wood 20mm centering & shuttering, soil pipe 100mm dia 6 kg pressure, soil pipe 150mm dia 6kg pressure, soil pipe 200mm dia 6kg pressure, soil pipe 250mm dia 6kg pressure, rcc hume pipe np2 150mm dia, rcc hume pipe np2 200mm dia, rcc hume pipe np2 300mm dia, rcc hume pipe np2 450mm dia, rcc hume pipe np2 600mm dia, rcc hume pipe np2 1000mm dia, r.c.c hume pipe np3 150mm dia, r.c.c hume pipe np3 200mm dia, r.c.c hume pipe np3 300mm dia, r.c.c hume pipe np3 450mm dia, r.c.c hume pipe np3 600mm dia, r.c.c hume pipe np3 1000mm dia, rcc hume pipe np4 150mm dia, rcc hume pipe np4 200mm dia, rcc hume pipe np4 300mm dia, rcc hume pipe np4 450mm dia, rcc hume pipe np4 600mm dia, rcc hume pipe np4 1000mm dia, rcc collar, cpvc pipe 6 kg 15mm dia, cpvc pipe 6 kg 20mm dia, cpvc pipe 6 kg 25mm dia, pvc pipe 6 kg 65mm dia, pvc pipe 6 kg 90mm dia, pvc pipe 6 kg 110mm dia, pvc pipe 6 kg 150mm dia, cement jali, lime stone, oil brand distemper, enamel paint, acrylic emulsion paint, oil paint, tarpeen oil, kuchi brush, paint brush 80mm, paint brush 100mm, paint brush 125mm, paint brush 150mm, scrubber 8mm to 12 mm, binding wire m.s., fencing wire gi barbed wire, fencing jali bended mess gi, chain link jali gi, m.s. single section, ms section welding completed, ms door window & frames, welded tabular pipe section, gi roofing profile sheet 0.63mm isi mark, g i plain sheet 0.63mm, wc sheet 580 mm indian type, wc sheet europian type, urinal pot long, urinal pot corner, sink, wash basin, glazed tile, vitrified tiles, flush door 1st class 40mm, rcc electrical pole 9m, concrete mixer machine with diesel complete, concrete mixer machine with lift with dieselcomplete, plate vibrator with diesel, niddle vibrator with diesel, rassi joot, water tank hdpe, marble tile 12mm thick, marble tile 25mm thick, granite stone 25mm, cpvc water supply fitting 15 mm, cpvc water supply fitting 20 mm, cpvc water supply fitting 25 mm, pvc bid cock, brass bid cock, jcb machine with diesel driver on rent, lnt poclain machine with diesel draiver onrent, tractor trolly with diesel on rent, generator with diesel on rent, putty, rubber moulded paver block m30 (60 mmthick), cement paver block m30 (100 mm thick), stainless steel 202 grade section welding &polishing complete, stainless steel 304 grade section welding &polishing complete, gi rolling shutter 1.0 mm thick, ball bearing for shutter, cylinderical roller with diesel, vibratory roller with diesel, rcc tree guard name plate with colour, steel tree guard complete name plate withcolour weight - 15 kg, boulder stone 20x20x20 cm, boulder stone 15x15x20 cm, black cotton soil, mason, labour, rcc flower pot rectangle with colour 50 litre, water tanker with diesel, handpump platform with completed work as per phe manual standard design, false celling, acp sheet partition, acp sheet decoration, wooden partition, wooden furniture work, wc seat reparing and installion complete, steel channel

CTN :41037854 Due date: 22 Jul, 202522 Jul, 2025 9.00 Crore
Tender For mgsy/25-26/teghra/01 - construction of h.l rcc bridge ( 6 x 21.750 m) in alapur to pasopur & l021 to pakthaul , ( khijir chak abm kirtoul ke bich balan nadi par pul ) under teghra block in the district of begusarai, excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. up to 3.00 m depth ., levelling course for pile cap , providing and laying of pcc m15 levelling course 100mm thick below the pile cap., providing and laying reinforced cement concrete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 , rcc grade m -35 in pile cap, bored cast in situ piles r.c.c m-35 , pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 54.273+16.411+74.929+ 29.651= 175.264, 6mm thick. steel liner as per drawing and technical specification ., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well. assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 3768.00 for each island., pile load test on single vertical pile in accordance with is:2911(part-iv) 1985, a) initial load test @ 2.5 times load on 1 pile, b) routine load test @ 1.5 times load on 2% pile, c) lateral load test, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf qty = 20.810+28.454+1.762+0.313+1.289+1.139 =53.77, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specificatio,rcc grade m 30, height 5m to 10m, reinforeced cement concrete m30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification, pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, construction of rcc railing of m30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space b

Central Government/Public Sector

CTN :41029444 Due date: 31 Jul, 202531 Jul, 2025 NA
Tender For replacement of steel girder with psc slab of br. no. 260 up (3x12.04m) & dn (3x12.04m) at k.m 221/7-10 on sre-umb section under aden/sre.

Central Government/Public Sector

CTN :41029450 Due date: 31 Jul, 202531 Jul, 2025 NA
Tender For replacement of steel girder with psc slab for br. no. 1, span 1x5.91+ 5x12.19+1x5.91 m at km 1.05 on sir-dlpc section.

Central Government/Public Sector

CTN :41029738 Due date: 01 Aug, 202501 Aug, 2025 NA
Tender For vadodara division :- replacement of existing steel girders by psc slab upto 12.20m under jurisdiction of sr. den(east)-brc.

Central Government And Public Sector

CTN :41078603 Due date: 18 Aug, 202518 Aug, 2025 NA
Tender For fabrication, supply & replacement of open web steel bridge girder of span of br no.179 dn (5x45.7m) at km161/2-4, 196dn (5x45.7m) at km 169/7-0, 270 dn (span 3x45.7m) at km. 221/5-6 on the section noq-dtx under sse/br/bngn and bridge number 521(span 2x6.1+4x30.5m); 59dn (span 2x30.5+1x24.4m); 91dn (span 3x30.5m), 92dn (span 2x30.5m) and 63 (2x18.3m) by 25t loading under sse/br/pno and replacement of steel girder of 52 nos.(12.2m span) of bridge nos 198(3x12.2),199(3x12.2), 1(4x12.2m), 13(3x12.2), 37(1x12.2m), 55(1x12.2), 57(1x12.2m), 62(1x12.2), 88(2x12.2), 193(4x12.2m), 14(1x12.2), 38(3x12.2m), 12(4x12.2),17(5x12.2), 19(3x12.2m), 20(6x12.2) & 21(7x12.2) by psc slab under sse/br/njp.
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