Supplying and laying 3.00m dia techtube geotextile tube of Anti Errosion work on R/B of Bahanala between from km 16.100 to km 17.000 In Distt-Amroha for the year 2026-27.

GEO textile fabricated to from a three diamensional mattresses after filling sand at design slope of affected reach, filled up with sand by pump, upper layer of the mettress being heavily woven with polypropylene fabric needle punched with a mixtur of U.V. stablized green fiber and cut tape yarns ( upper layer properties:1) mass per unit area (ASTM D5261)>650GM2,2)Tensile stength (ASTM d4595) 42KN/M,3 pore size (ASTM D6767-2011) < 0.35 mm,4 Abrasion resistance (ATM D 4886) Retain tensile strength >35KN/m,5) UV Stability (strength retained per ASTMD 4355-92@500 hrs) 80%,6 Rasistence to oxidation (strength per ASTMISO/TR 13438:1999(E)@100c for 28 days) 80% LOWER LAYER stength (ASTM D4595)>76KN/M,3) pore size gigh tenacity polyester, continue parallel stiches positioned 350mm apart with a stitch length not exceeding 40mm (Typical value of tensile strength>1000N, elongation at break is 20%) Supply of 3.0 m diameter ,20m long techtube geotextile tube made of 80KN Bi-axial strength multifilament woven geotextile

E/w in Filling in ordinary soil i/c proper ramming and dressing with initial lift and lead of 1.00km /M³

Supplying and filling of E.C bags with earth Sewing and Placing In Position at Site for making even base I/c all Cost of material ,labour and T&P etc complete.