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Construction of Bridge in Biswanath district i) Br. No. 1/1 on Karbi Block Eco Camp to Joypur Road Package No. CE/EAP/ARRBP/OCB/Bridge-1/Biswanath/21
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.) i) Bridge No 1/1 of Karbi Block Eco Camp to Joypur Road
Erection and Dismantling work of Pantoon Bridge Lodhemau Ghat at Saryu (Gaghra) River in District Barabanki
Carrying of pantoon pair from the place of anchoring (down stream side of bridge) to the alignment of bridge in water and fixing of the same with other pantoon pair and refixing the same in bridge alignment.
Signage work of Major bridge on Kathina River at Km. 18 on Neri Sidhauli Mahmudabad Road
Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (with shank) LKO SOR CH-26 MoRTH 804 (8.35)-Suggestive
Additional work to Drain at MRK Nagar and railway Bridge CC Pavement in Chettipalayam Town Panchayat
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers Pipe Line
Renewal work with Micro Surfecing at Railway Over-bridge at Chhata Barsana Road in district Mathura
eProcurement System Government of Uttar Pradesh Created By: Chandra Pal Singh Created Date/Time: 07-Apr-2026 11:50 AM Tender Title: Renewal work with Micro Surfecing at Railway Over-bridge at Chhata Barsana Road in district Mathura Tender ID: 2026_CEAGR_1126542_3
LACADSBridgeConstruction of bridge at chainage 5575m of Olathanni Branch canal in Athiyannur Grama PanchayathGeneral Civil Work
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil