Rectification works to the damaged ash slurry trench inner&amp#x0d walls below gl leading bottom ash to mill plant operator room south from ch 0m to ch 90m in unit 4

Rectification works to the damaged south side inner walls ch 300m to 600m towards east in open channel of cooling water&amp#x0d channel 2

Rectification works to the damaged north side inner walls ch&amp#x0d 0m to 300m towards east in open channel of cooling water&amp#x0d channel 2

Rectification works to the damaged south side inner walls ch&amp#x0d 0m to 300m towards east in open channel of cooling water&amp#x0d channel 2

Rectification works to the damaged north side inner walls ch&amp#x0d 300m to 600m towards east in open channel of cooling water channel 2

Ttps mech ii ahp removing the silt like ash coal and sand in slurry form below and front and backside of the weighbridge and in between the weighbridge and support walls for the period from 01 04 2024 to 31 03 2025

Ttps mech ii ahp removing the silt like ash coal and sand in slurry form below and front and backside of the weighbridge and in between the weighbridge and support walls for the period from 01 04 2025 to 31 03 2026

Depositsprain damagesreformation and construction of roads including side protection works forming drains, retaining walls, etc and resurfacing from ch 0/000 km to 20/200 km ts road between ch16/800km to20200 breached portion below s curve

Supplying all materials at site including pipes, specials, labors, tools and tackles etc. for laying and jointing of ms pipe for conveying main as per latest is specification. lowering of ms pipes and specials in trenches up to a depth of 3 m below gl. laying and jointing the same inside the trench/ over the ground by means of electric arch welding (spirally welded) using standard electrodes as per latest is specification including earth work in excavation in all kind of soil so as to give one meter average cover over the pipe with disposal of excavated earth within initial lead and lift with disinfection of pipes, testing of pipes against 60 m water head etc. to protect against corrosion pipes are given epoxy lining or hot applied coal tar/ asphalt lining or rich cement mortar lining at works or in the field by the centrifugal process. the outer coating for pipe may be in cement sand guniting or hot applied coal- tar asphaltic enamel reinforced with fibre glass fabric yarn as per cpheeo manual of water supply and treatment all complete job as per standard specification. 600 mm dia (minimum thickness- 6.40 mm)