WBIW/EE/SLGID/NIT- 05e/25-26_5

Labour charges for collecting loose scattered laterite and stone boulders from slope, bed or apron and stacking the same above ground level within a lead of 100 metre and all lifts asper direction of the Engineer - in-charge.

Labour Labour charge for dumping / laying of Laterite / Stone Boulders 20 kg & above / Shingles / Brick Bats, from stack of work site with all leads and lifts in water or spreading the same on the slope of the bank of River / Sea or the slope of the embankment or in the River / Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges

Labour charges for constructing sausage crates with 8 guage/ 10 guage dia. G.I. wirenetting of different shapes and sizes in embankment, apron, slope etc. including binding with 12 S.W.G., G.I. wire and tied at required interval as per direction of Engineer-in-Charge (rate excludes cost of wirenet and laying of boulders but includes cost of binding wire).ach

[Supply of G.I wire netting of different mesh and made with different SWG G I wire at site as per direction of the Engineer-in-charge. b) Mesh size 150 mm x 150 mm with 10SWG wire.I

Supplying , fitting , fixing end pieces for rectangular / square / circular sausage sat the ends, with 10SWG / 8SWG GIwire net of different mesh size stying & sewing the same maintaning all laplang the of 150 mm all around with 12SWG GI wire complete, including the cost of supply of wirenetting, fitting etc, complete asper direction of the Engineer-in-charge. b) Mesh size 125 mm x 125 mm with 10 SWG wire

Making rectangular sausage cage with 10 SWG galvanized iron wire of 150mm x 150mm mesh wire netting with proper lapping of minimum 150mm including sewing the joints with 12 SWG G.I. wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulders or lump agreegates complete as per direction of the Engineer-in-Charge but excluding the cost of boulder / lump agreegates and its carriage upto site. ( cost is excluding the cost of end pieces). a) 1.80 m x 0.60 m nomial section

Earth work in excavation in the canals / drainage channels / borrow pits / Riverbed /slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks asper profile or to deposit the same in any other place with in an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (b)Gravel / moorum / kankar / compact moorum/ very much weathe rrock / sticky soil mixed with moorum / soil mixed with Shingles.