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Special repair, upgradation in BVK at along Railway line prem bari bridge C- Pocket, Wazirpur AC-17
Repair to Aadhala River Bridge at Javle Kadlag (MDR 21) KM.11/650 Tal. Sangamner, Dist. Ahilyanagar
Repair to Aadhala River Bridge at Javle Kadlag (MDR 21) KM.11/650 Tal. Sangamner, Dist. Ahilyanagar
Construction of H.L. Bridge over Local Nallah at 1st Km on Ruansi to Jhulan road
Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).
Construction of HL Bridge over river Gudia Jora on Andara to Amrutamani road in the dist of Kendrapara for the year-2024-25
Earthwork in excavation of over burden soil for bridge works in all kinds of soil by mechanical means and utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.
Construction of bridge over Silda Nallah on Amsena PMGSY road towards Patparpali via Kalyanpur
eProcurement System Government of Odisha Created By: Arjuna Behera Created Date/Time: 04-May-2026 01:06 PM Tender Title: Construction of bridge over Silda Nallah on Amsena PMGSY road towards Patparpali via Kalyanpur Tender ID: 2026_CERWI_126242_1
Construction of Six lane High Level Bridge across Rajakilpakkam Eri to link Tambaram Eastern Bypass with Marmalong Bridge Irumbuliyur Road near Madambakkam Junction.
Construction of Reinforced Earth Wall, Facia Works (left & right) including Earth work excavation for entire approach, necessary ground improvement, Casting of precast facia elements of 180 mm thick in RCC M35 grade concrete as per specifications given including positive connections , joints, fittings, soil reinforcing elements , geostrips, erection of facia and laying of soil reinforcing element, along with necessary insitu concrete works for foundation pad as well as coping and providing Half perforated drain pipes wrapped with Geotextiles and including filter media and filling materials for the entire approaches using quarry fines with material whose effective angle of friction not less than 30 degree behind the wall as needed for necessary drainage arrangement with outlets including transporting from casting yard to site, design and proof checking, Supervision charges and other incidental charges complete as specified /manufacturer's requirement and as per the MORT&H - V revision Specifications 3100, BS 8006 (Latest Version) and the system supplier shall provide performance bond and same shall be valid for atleast 20 years as per MORT&H - V revision Specifications 3108.