Devha Nadi ke dayen tat par duni barrage ke upstream main chatigrast bolder spur no. 5,6 va 7 ka punrodhar evem unke madhye bank revetment ka karya

Amount

Filling River Bed material (RBM) maximum upto lowest water level (LWL) below launching apron including all lead and lift or using mud pump required for completion of work as per direction of Engineer -in -charge.

Supply, laying and packing 20-40kg. Boulder in mechanically woven double twisted hexagonel shaped wire mesh gaibon box/crate of size 3.00 x 1.50 x1.00 m mesh size 10 cm x 12 cm 10 SWG G.I. wire as directed by Engineer in charge & also including all cost of material, labour & T&P etc.

Supply, laying and packing 20-40kg. Boulder in mechanically woven double twisted hexagonel shaped wire mesh gaibon box/crate of size 1.50 x 1.50 x0.50 m mesh size 10 cm x 12 cm 10 SWG G.I. wire as directed by Engineer in charge & also including all cost of material, labour & T&P etc.

Supplying and filling, placing of HDPE GEO Bag made of 200 GSM woven fabric confirming to 15351(2015) of size (0.69Mx1.09M)(TF-02 polyproplane multiflament woven geo textile fabric stiched) bag by local sand including sewing M.I.C laying With 9 mm,4 stands Polipropelene rope Gabian. ( size 1.80 x1.80x 0.50 M ) with lid and slings, 150 mm x 150 mm size Confirming to IS 5175:1992 ( Reaffirmed 1997 ) at work site as per direction of Engineer-in-charge.

Earth work in embankment by power Tranported earth including removed of 20 cm humes from bund seat and 15cm from borrow area and trenching in bund seat including all lead and lift including dressing making profiles and manual compection .

Supplying and Laying of 200 GSM Geotextile sheet below Pitching on slopes & top of shank including all cost of labour, material and T&P etc with all taxes required for proper completion of work as per Engineer-In-Charge.

Laying sand on slope & top of shank including all cost of labour material and T&P etc with all Taxes required for proper compaction of work as per Engineer-in-charge

OSHONIC COMPANY