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Repair and Rehabilitation of Pipla Minor Bridge at 49.400 K.M on N.H 31 under N.H Division No. VII in the District of Malda, West Bengal during the year 2025 2026.
Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge.
Building Work
Providing 16 mm thick C.P. with C.M. (1:6) on inside surface of wall with screened and washed sharp sand for mortar and finished smooth including watering and curing with cost, conveyance, royalties and EMF,DMF and aditinal charges of all materials with cost of all labour, T&P,Cess, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
Maintenance repair of existing Fencing along Right bank of Intercepting channel in between 1325.00 m to 1675.00 m (Taraker Bridge to Sitala Mandir Bridge) within Ward No. 106 of KMC area, P.S.- Garfa, Dist South 24 Pgs.
Construction of Pontoon Bridge from Rajepur Trimuhani Rameshwaram Ghat to Vijaipur Ghat in Sirkoni Block, Jaunpur district
eProcurement System Government of Uttar Pradesh Created By: Satya Kumar Singh Created Date/Time: 28-Apr-2026 03:57 PM Tender Title: Construction of Pontoon Bridge from Rajepur Trimuhani Rameshwaram Ghat to Vijaipur Ghat in Sirkoni Block, Jaunpur district Tender ID: 2026_CEUVZ_1129087_1
CONSTRUCTION OF FOOT BRIDGE ACROSS STREAM CROSSING KB ROAD TO JANATHA COLONY ROAD IN H D KOTE TALUK
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works fro...
Construction of Causeway (Bridge) in Ghaggar River (Depression no.1) to connect Bherusari - Khedasari village Near Chak 3SPD
Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).