Construction of embankment from Bogapani to Borjuli on left bank of river Gabharu, Package 2

Earth work in embankment by tractor trailer carriage by Mechanical means with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. For initial Lead up to 1.00 Km for all lifts. For beyond initial 1 Km & upto 10.00 Km & for all lifts. (Total Lead =2.00 Km)

Supply of geo-textile Tube (Mega containers) with minimum properties as mentioned below:- i. Polymer: PP of 400 GSM or above ii. Tube Circumference: 10m + 5% iii. Fill Port (diameter): 30 to 45 cm iv. Tensile Strength (MD): ≥ 100kN/m v. Tensile Strength (CD): ≥ 100kN/m vi. Elongation - MD: ≤ 25% vii. AOS: ≤ 0.180mm viii. Permittivity: ≥ 0.40 S-1 ix. Length: 25m

Filling of geo-tubes (25m long and 10m circumference) with sand of volume 176 cum by using mud pump not below the fill height of 1.60m as per drawing and technical specifications, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 5m c/c along both sides of the tube and at both ends to keep the tube in position during filling, as specified and directed including all loading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 500m, etc. including setting up of the tube laying platform, complete as directed.