Protection Work of Minor Bridge on Bechayipurwa Kakraghat (ODR) Road in Km-22 Year 2025-26 in District Shrawasti Vidhansabha-Bhinga

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. MORTH 305 sr No. 3.16

Excavation in Soil with By Hydrolic ExcavatorEarth work in Excavation of foundation of structures as per drawing and technical spesification of MORTH Item no 304 B 15.01

Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Excavation in Soil with By Hydrolic ExcavatorEarth work in Excavation of foundation of structures as per drawing and technical spesification of MORTH Item no 304 B 15.01

PCC 1:3:6 in Foundation PCC nominal mix in Foundation with crusd stone Aggrigate 40 mm Nominal size Mechenicaly mix ,Placed in foundation and Compactiing by Vibration including Curing for 14 days. MORTH 2100 Sr No. 12.04

Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.

Providing Weephole in rainforcement concreet slab ,abutment,wing wall with 100 mm dia ac pipe extending through the full width of the structure with slop of 1V:20H towards drawing face ,complete as per drawing and specifacation as MORTH Spec 2706 and 2200

Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification MORTH 710.1.4.of IRC 78&2200 Sr No. 15.23

The Above Rates Are Exclusive of GST

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