ESTIMATE FOR STRENGTHING OF BREACH AND ERRODED BANK OF GAHLHRI MINOR

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge with an average disposal/ carriage lead of From 0- up to 3 KM

Extra for pudding work

Dressing bed and preparation of sub grade for lining

Earth work in excavation in foundations trenches etc. in all kinds of soil where PickJumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineerin-charge

Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge

Supplying and laying of 250 mm wide LDPE filmof 150 micron for sleepers for construction snd expansion joint including supply and carriage loading unloading of all material complete in all respect as per instruction and specification of Engineer- incharge