Ash Dyke Heavy Floods Breaching of Ash Dyke Works to be attended on war footing basis Protection arrangements in the breached portion of Secondary Pond East side and Cross Bund using ash mixed with mill reject, red gravel and rough stone in Ash Dyke

Filling the breach portion with 40 % mill reject and 60 % ash and laying to the required shape in layers with compaction including diversion of ash slurry, collecting the mill reject in TTPS area, weighing in department weigh bridge and transporting, mixing with ash, laying as directed by the Engineer at site, with all leads, lift etc., complete (But excluding the cost of mill reject)

Filling the breached portion with approved red gravel in layer of 200mm thick compacting each layer with power roller and consolidation to achieve 95% proctor density, forming the bund with an allowance of 300mm on both side in each layer such that section is to be formed only from the roller compacted portion including trimming, sectioning, sizing to the required line to have firm and compact level embankment including cost of all materials, labour, lead, lift etc., complete and as directed by the Engineer at site.

Raising the cross bund & main spillway portions using rough stone of size 50 Kg to 100 Kg including quarrying, loading, weighing, transporting, unloading at site, spreading to the required section as directed by the Engineer at site, cost of rough stone, lead, lift, labours etc., complete.

A.K.B RAJA ENTERPRISES