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Construction work of Minor bridge 6 x 5 x 5 meter place of Hansar Kailguwan road in KM 33 (Ch. 32.400)
eProcurement System Government of Uttar Pradesh Created By: Sanjiv Kumar Created Date/Time: 27-Mar-2026 04:36 PM Tender Title: Construction work of Minor bridge 6 x 5 x 5 meter place of Hansar Kailguwan road in KM 33 (Ch. 32.400) Tender ID: 2026_CEJNS_1115518_1
GENERAL-Investigation Estimate for the Construction of Chandroth Bridge in Kolayad Grama Panchayath in Mattannur LAC-in Kannur Dist.-Investigation Work
56.16:Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.
Construction
12.1.B.1: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. Ordinary Soil - Depth upto 3m - Mechanical Means
Construction of New Bridge near Thottumkal kaavu temple in Vazhappilly md at ch15m
Appendix A-Bridge
Repair work on the minor bridge from Dohariya to Begmabad via Km 3 of chakoni road situated at Bhakhra river in distt. Rampur.
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. DSR 14.1.2 Including all T&P, Labour, Material, Royalty Tax but excluding GST
Repair and Maintenance of Approach of Minor Bridge situated on S.J.R. to Samayun via Ratanpur Khas Link Road at Km.5. (Civil Work)
Construction of embankment with machnicaly compacted earth with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MORD Technical Specification Clause 301.5 (MORD 3.4)
