Uttar Pradesh State Bridge Corporation Limited Tender

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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Oct 2023
Closing Date20 Oct 2023
Tender Amount₹ 2,35,85,433 
Notes
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Costs

Summary

Construction Of R.e. Wall Rob 85b Aligarh

Description

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BOQ Items

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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. Including all. (Reinforced Cement Concrete Crash Barrier) (M-40)

581.04

2874753

4947.6

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Including all. (Concrete in copping of R.E. block) (M-30)

10.46

86810

8299.29

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. For friction slab, copping & etc. (Reinforcement Steel)

43

2806110

65258.39

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Facing elements of RCC, Including all. Also plain galvanised connector, EPDM pad including, Size of RE Wall panel is 1.5 x 1.5 m is required and steel is minimum 6Kg/M2 is required. Construction should be as per technical specifications. (Casting & Erection of R.E. Wall panel)

1904.9

3147371

1652.25

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. Including all. (Filling of Fly ash/Sandy material)

6920

4246942

613.72

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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. Including all. (Filter media including cost of material shifting)

832.16

2496480

3000

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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. Including all. (Drainage Pipe 150 m.m. dia with Geo textile.)

596.04

488281

819.21

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Assembling, joining and laying of reinforcing elements. With reinforcing elements of synthetic geogrids. Including all. Construction should be as per technical specifications. (Providing & laying of Geogrid in R.E wall)

15239.5

3286093

215.63



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