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Sheohar Tenders

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Bid Submission Date Range
Tender Value

CTN :41219763 Due date: 08 Aug, 202508 Aug, 2025 16.31 Crore
Tender For corrigendum : initial rectification, minor improvement, surface renewal, construction of bridge/drainage /protection work including operation & management for rural road strengthening and management program under component of mukhya mantri gramin sadak unnayan yojana (mmgsuyxgen) - rrsmp/24-25 sheohar/04

Central Government And Public Sector

CTN :41241180 Due date: 29 Jul, 202529 Jul, 2025 10.00 Lacs
Tender For selection of consultancy agency for revenue enhancement, financial management and technical assistance under the office of nagar parishad sheohar.

CTN :41199184 Due date: 23 Jul, 202523 Jul, 2025 29.42 Lacs
Tender For repair of the evm warehouse and old guard room located near the district treasury, sheohar, under sheohar district, and construction of a new guard room and boundary wall.

corporations/Associations/Others

CTN :40996352 Due date: 19 Aug, 202519 Aug, 2025 NA
Tender For corrigendum : expression of interest (eoi) for empanelment of hcos (hospitals/stand alone/diagnostic centres) in sheohar district of bihar

Central Government And Public Sector

CTN :41223910 Due date: 25 Jul, 202525 Jul, 2025 1.13 Crore
Tender For estimate for construction r.c.c. drain with r.c.c. slab cover from the hanumaan temple ( paswan tola ) to the drain of baalsunder in ward no- 22 in under nagar parishad sheohar.

Central Government And Public Sector

CTN :41223912 Due date: 25 Jul, 202525 Jul, 2025 1.44 Crore
Tender For estimate for construction p.c.c. road & r.c.c. drain with cover slab from the nh-227 ( near maie sthaan sampat chowk ) to going on cheknutta path in ward no- 19 in under nagar parishad sheohar.

Central Government And Public Sector

CTN :41223915 Due date: 25 Jul, 202525 Jul, 2025 1.10 Crore
Tender For estimate for construction r.c.c. drain with r.c.c. cover slab from the sunder chowk to the balsunder river in ward no- 26 in under nagar parishad sheohar.

Central Government And Public Sector

CTN :41223913 Due date: 25 Jul, 202525 Jul, 2025 1.21 Crore
Tender For estimate for construction p.c.c. road & r.c.c. drain with r.c.c. cover slab from the nh-227 ( near to khadi bhander) to path of sri jagdesh nandan singh in ward no- 16 in under nagar parishad sheohar.

CTN :41166643 Due date: 29 Jul, 202529 Jul, 2025 6.71 Crore
Tender For rrsmp/25-26 sheohar/02 - dekuli to dharampur reo road to raam swarth rai ke ghar tak, clearing and grubbing road land including uprooting wild vegetation , grass,bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and unseviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification(clause201.1), construction of subgrade and earthen shouldersconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., construction of dry lean cement concreteconstruction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and find aggregates conforming to is:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 150kg/cum optimum moisture content to be determined during trial length construction, concrete strength not be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing., cement concrete pavement (pqc)construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing., end edgingedging with 1st class bricks, laid dry length wise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres, kilometre stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii) km stone , iii) 200 m stone, painting lines, dashes, arrows, etc. on roads in two coats on old work painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to is:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702, retro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801600 mm equilateral & triangle, 600 mm circular, 600 mm x 450 mm rectangular, 900 mm side octagon, boundary pillar/gaurd postreinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704, printing new letters and figures of any shadeprinting new letter and figures of any shade with synthetic enamel paint black or any other

CTN :41166644 Due date: 29 Jul, 202529 Jul, 2025 11.17 Crore
Tender For rrsmp/25-26 sheohar/03 - sheohar to mahuariya, clearing and grubbing road land including uprooting wild vegetation , grass,bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and unseviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification(clause201.1), construction of subgrade and earthen shouldersconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., scarifying existing bituminous surface scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., granular sub-base with well graded material (table 400.1)( by mix in place method ) for grading ii materialconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., water bound macadam with stone screening gr-iiwbm grading 2 ( by mechanical means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405., wbm grading 3 (by mechanical means ) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coatproviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., bituminous macadamproviding and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., semi-dense bituminous concrete with waste plasticproviding and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as
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