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Stage work for Temporary restoration of Bridle Track from Hori Bridge to Sirshi by way of construction of Edge wall, Snow clearance, Slip Clearance and wooden crossing on Dangdooru Sirshi Bridle Track Length 4 Km for the year 2026-27
eProcurement System Government of Jammu And Kashmir Created By: Davinder Singh Created Date/Time: 28-Apr-2026 08:58 PM Tender Title: Stage work for Temporary restoration of Bridle Track from Hori Bridge to Sirshi by way of construction of Edge wall, Snow clearance, Slip Clearance and wooden crossing on Dangdooru Sirshi Bridle Track Length 4 Km for the year 2026-27 Tender ID: 2026_PWDJK_307112_5
Repair to Bridge over Kumir Nallah on Jatesira to Kumir road
eProcurement System Government of Odisha Created By: Tapas Ranjan Lenka Created Date/Time: 18-Nov-2025 06:06 PM Tender Title: Repair to Bridge over Kumir Nallah on Jatesira to Kumir road Tender ID: 2025_CERWI_120285_50
Construction of Bridge in Golaghat District i) Bridge no 2/5 of Gelabil Namiri Gaon Road
Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 Locations x single time = 3 Nos. of sample) First Year 1st season of of the works (i) Bridge No. 2/5 Gelabil Na Miri Gaon
Reconstruction of VRB Javajibuva to Holewasti on NMRBC and Repair of Old Bridge
eProcurement System Government of Maharashtra Created By: Kiran Deshmukh Created Date/Time: 15-Apr-2026 05:07 PM Tender Title: Reconstruction of VRB Javajibuva to Holewasti on NMRBC and Repair of Old Bridge Tender ID: 2026_CWRDP_1284439_3
Repairs to Bridge at Sathegala Hand Post to Bharachukki falls joining Road via Shivanasamudra at Ch 1.80KM in Kollegal Taluk.
Repairs to Bridge at Sathegala Hand Post to Bharachukki falls joining Road via Shivanasamudra at Ch 1.80KM in Kollegal Taluk.
Connectivity of consolidation path of village Pai to Bir Badala.
[17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate]