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Bid Submission Date Range
Tender Value

State Government

CTN :39435709 Due date: 27 Feb, 202527 Feb, 2025 4.99 Lacs
Tender For /o link road to village jasrath km. 0/00 to 2/000. including 85.00 mtr. span steel truss bridge over chandra bhaga river with approaches at rd. 1/740 (sh rofd at various rds)

corporations/Associations/Others

CTN :39368495 Due date: 03 Mar, 202503 Mar, 2025 NA
Tender For construction of four lane composite steel girder bridge on pipe line road across fox sagar surplus nala under engineering procurement and construction (epc)/turnkey- basis.

State Government

CTN :39422706 Due date: 05 Mar, 202505 Mar, 2025 NA
Tender For flood protection work of residential and non-residential buildings on the right bank of bhagirathi river in down stream of steel girder bridge at shri gangotri dham under bhatwadi block distt-uttarkashi (reach- 0.00 to 55.00 mtr)

CTN :39419390 Due date: 13 Mar, 202513 Mar, 2025 NA
Tender For supply of e2 r72 5315-046847 pin launching , e2 r72 5330- 375849 1 o ringid151 77x5 33 nitrilerubbr is 9975 , e2 r72 5306-049870 eye bolt launching , e2 r72 9905- 837635 distance piece launching mechanism , e2 r72 5310-248993 sprong washer m 24a , e2 r72 5315- 046844 pin small launching mechanism , e2 r72 5306- 049849 bolt launching mechanism , e2 r72 5315- 051573 split cotter pin 4x35 lg steel launch , e2 r72 4820-056621 check valve hydraulic sys , k9 bmp nbc 675-71-144 gasket , k9 bmp nbc 4730-077786 end piece drg no 765-71-556 , k9 bmp nbc 5330-395783 675-71- 307 gasket , e2 r72 5315-046834 split cotter pin 5x55 steel launching , e2 r72 5305-095661 assy bridge lock launching , k9 bmp nbc 765-71-817 gasket

CTN :39144430 Due date: 22 Feb, 202522 Feb, 2025 NA
Tender For corrigendum : supply of steel pin lock setting for main and ramp girder of kruppman bridge - steel pin lock setting for main and ramp girder of kruppman bridge as per sample , split pin main and ramp girder of kruppman bridge as per sample , carrying handle for float of kruppman bridge as per sample , strap handle for float of kruppman bridge as per sample , wooden planks for flexible duck board jamoya size 150 x 38 x 900mm as per sample , wooden planks for flexible duck board jamoya size 125 x 38 x 900mm as per sample , buggle strap for main and ramp girder of kruppman bridge as per sample , cotton waste , pin sliding for main girder of kruppman bridge as per sample , pin for rocking roller of bailey bridge as per sample , carrying handle for anchor winch of kruppman bridge as per sample , brake alluminium for anchor winch of kruppman bridge as per sample , sr 505 fevicol 5 kg capacity , swr for anchor winch size 100 mtr x 6.8mm of kruppman bridge as per sample

CTN :39424014 Due date: 06 Mar, 202506 Mar, 2025 NA
Tender For estimate for construction of approaches of steel bridge single span 40.54 mtr c/c of bearing at rd 223400 of sirhind feeder canal crossing from kotli sangar to jhabelwali

CTN :39435993 Due date: 06 Mar, 202506 Mar, 2025 NA
Tender For estimate for construction of approaches of steel bridge single span 73.866 mtr c/c of bearing at rd 278896 of rajasthan feeder canal crossing from kotli sangar to jhabelwali

CTN :39435282 Due date: 28 Feb, 202528 Feb, 2025 2.91 Lacs
Tender For minor repair of steel foot bridge on the way of sadhan debnath house to 39 card para sb school at nabagram gp of satchand rd block under rd satchand division during the year 2024-25

CTN :39435283 Due date: 28 Feb, 202528 Feb, 2025 3.89 Lacs
Tender For minor repair of steel foot bridge near ludhua high school at purba ludhua vc of rupaichari rd block under rd satchand division during the year 2024-25

CTN :39387315 Due date: 25 Feb, 202525 Feb, 2025 25.82 Crore
Tender For rrsmp/24-25 muzaffarpur east-1/02 - t03 - mansurpur to beruadih (odr2), clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, 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., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202., construction of subgrade and earthen shoulders :-construction 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., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per technical specification clause 401., 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., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., 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 coat :- providing 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 macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant produci
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