Repair work on the damaged 5x8.50m span minor bridge situated over the Kadu Nala at Km 4 of the Jamo-Warisganj to Richhaura-Datanpur road in District Amethi

Clearing Jungle including uprooting of trunk vegetations grass, bush, wood trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres out side the periphery of area cleared as per S.I. No. 2.31

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

Pointing on tile brick work with cement mortar 1:3 (1 cement: 3 Coarse sand): Flush/ Ruled/ Struck or weathered pointing 13.32.1

Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

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.as per morth specification no 305

Plain Cement Concrete in Open Foundation in floors complete as per Drawing and Technical Specifications 1500, 1700 & 2100.morth item no 12.8 A, PCC Grade M15

P.C.C M-20.in foundation PCC Grade M20 using batching plant & manual placing Morth item no12.8 B,case i, PCC Grade M20

Providing and laying boulders pitching on the slope side for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Filter media granular materials/stone aggregates behind abutment 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.710.1.4.of IRC:78 and 2200

Construction of K & C drain on both side of patries with cement concrete 1:4:8 (Cement , sand and 40 mm guage brick ballast), M-150 brick work in 1:3 cement and coarse sand mortar and finished with struck pointing 1:2 cement and fine sand mortar including supply of all materials, labour T&P etc complete as required for proper completion of the work.