WBIW/EE/SLGID/SNIT06e/26-27_17

Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,including other incidental charges complete. Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8 including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate.”

Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum).

Supplying, fitting, fixing end pieces for rectangular / square / circularsausages at the ends, with 10 SWG / 8 SWG G I wire net of differentmesh sizes tying & sewing the same maintaning a lap langth of 150 mmall around with 12 SWG G I wire complete, including the cost of supplyof wire netting,fitting etc, complete as per direction of the Engineer - in -charge. e) Mesh size 150 mm x 150 mm with 10 SWG wire

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. e) Mesh size 150 mm x 150 mm with 10 SWG wire

Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within 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 weather rock / sticky soil mixed with moorum / soil mixed with Shingles.

Labour charges for constructing sausage crates with 8 gauge / 10 gauge dia GI wire netting of different shape and size in embankment, apron,slope etc. including binding with 12 SWG GI wire and tied at required interval as per direction of the Engineer-in-charge.( rate excludes cost of wire net and laying of boulders but includes cost of binding wire).