Repair and protection work of bridge approach road located on the floods damaged Nawabganj urban section (ODR) in Distt. Bareilly for FY 2025-26

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.

Providing and laying filter media under pitching laid dry in front of toe of embankment complete as per drawing and technical specifications.

Providing and laying stone boulder apron on river bed for protection againest scour with stone boulder weighting not less than 40 kg each complete as per drawing and technical specifications (MORT&H Specification no 2503

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

Supply and laying of empty cement bags filled with local earth sand and carriage up to site of work including stiching loading and unloading stacking and also including supply of material labour T&P required for proper complition of the work etc as per direction of engineer incharge.

Piling 12 cm to 15 cm dia ballies in silty and sandy strata up to 6 mt depth in water

Bracing of Balli including all fittings complete for work in water

Painting at New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10sqm.). Sl.no 13.46.1

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

M-20 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and as per MORT&H Specification Clause 1500, 1700 & 2100.

Please Enable Macros to View BoQ information