Uttar Pradesh State Bridge Corporation Limited Tender

Scarifying the existing Granular Coarse surface to a depth of 600 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Pre-cast RCC M-35 facing elements of size as per design and 18 cm thick

Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling

Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 g/m2 and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/ m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete as per MORT&H Specification 704 and as directed by Engineer - In - Charge.

Assembling, joining and laying of reinforcing elements. (With reinforcing elements of synthetic geogrids)

Construction of embankment with Flyash only conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans.

Plain/Reinforced Cement Concrete in Bed Blcok M-25 complete as per Drawing and Technical Specifications.