Repair and Protection work of Minor Baridge in Gopalpur to Chandoka Road KM 2 at Gomti River

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203

Plastering with cement mortar (1:4) 15mm thick in Subsstructure as per drawing and technical specification Clauses 613.4 and 1204

Providing and Laying filter meterial underneath pitching in slope Complete as per drawing and technical Specification clause 1302

Providing and laying pitching on slopes laid boer prepared filter media as per drawing and technical specification clause 1302

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Type - A, "W": Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (As per Lko SOR Ch-26 sl no-26)

Construction of embankment 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 lead upto 30 m as per technical specificaton clause 301.5 (Carted 3.00 Km)

Construction (E/W in cutting/Filling of Patri) of subgrade and earthen shoulders with approved material obtained from boeeowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 (Carted 3.00 Km)

Supplying high performance woven geotextile bags, fabricated from -Engineered Textile" manufactured from 100% PP multifilament yarn by machine in cross direction, woven into stable network such that the yarn retains their relative position. The fabric used for bags shall be (200 GSM)TFI 1200 or equivalent and meet the criteria given under tech. spec. and have high UV resistance, inert to biological degradation and resistant to naturally encountered chemicals like acids and alkalies, including contractors' profit but excluding all taxes.

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