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| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.A) 15 cm av. Diameter.Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end. |
| 2 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping headsefore and after driving and including hire and labour for necessary driving appliances and all tackles.A) 15 cm av. diameter.Note:1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. |
| 3 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.A) Width of thinner end above 10 cm. and less than 15 cm.i) Jhaw / Eucalyptus. |
| 4 | 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. |
| 5 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in HDPE bags (minimum 22 nos. having size of size 0.84 m x 0.38 m) conforming to BIS : 14252 : 2015 with local earth or sand, sewing and tying the cratewith nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipment including charge offilling bags with filler materials (earth/sand), machine stitching the open end of the bag with thread but excluding cost of Nylon Crate and HDPE bags as per direction of Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum).A) Size of Nylon crate is 1metre X 1metre X 1metre.i) Where boats are not necessary. |
| 6 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge.NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3.A) Size of Nylon crate is 1metre X 1metre X 1metre.i) Where boats are not necessary. |
| 7 | Supplying Nylon cage netting 1 metre x 1metre x1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete. |
| 8 | Dredging is to be undertaken by Cutter Suction Dredger (CSD) in Channels i.e. Channel I, III, 2A and 3A as shown in order to achieve the desired level throughout the period of Ganga Sagar Mela 2025 irrespective of tides. The Dredged materials would be dumped in designated dumping grounds otherwise in Down Stream deep water pocket by pipe of minimum length 350 meter. The river dumping is to be done only in the period of ebb tide.For Channel I and III. |
| 9 | Disposal / carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 mand upto a distance of 5.00 Km from the excavated point including cost of stacking, loading,unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete.Measurement : By stacks at loading point after deducting voids as per rule. |
