Name of Work: Construction of R.E. Wall and Related Structure of02 lane Rail over-bridge on Railway crossing number-85B/E-2 (Near Begum Sultan Jahan Girls Hostel AMU) on Aligarh-Anupshahar road in Distt. Aligarh (U.P.).
Sl. No.
Item Description
1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(Concrete in leveling Pad for laying RE block ) (M-25)
2
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(Concrete in PCC for leveling coarse of F/S) (M-15)
3
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(Concrete in friction slab) (M-30)
4
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified(Reinforced Cement Concrete Crash Barrier) (M-40)
5
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(Concrete in copping of R.E. block) (M-30)
6
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications (Reinforcement Steel)
7
Facing elements of RCC (Casting & Erection of R.E. Wall panel)
8
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Filling of Fly ash/Sandy material)
9
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.(Filter media including cost of material shifting)
10
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(Drainage Pipe 150 m.m. dia with Geo textile.)
11
Assembling, joining and laying of reinforcing elements. With reinforcing elements of synthetic geogrids(Providing & laying of Geogrid in R.E wall)
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