Flood Protection And Mitigation Work And Reducing Vulnerability Of People By Restoration Of Right Ex Zamindari Embankment Of River Mundeswari From 5.785 Km. To 5.885 Km. For A Length Of 100.00 Mtr. At Kanakpur Adakpara G.P. Tantishal Block Khanak
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Project Description
Flood Protection And Mitigation Work And Reducing Vulnerability Of People By Restoration Of Right Ex Zamindari Embankment Of River Mundeswari From 5.785 Km. To 5.885 Km. For A Length Of 100.00 Mtr. At Kanakpur Adakpara G.P. Tantishal Block Khanak
BOQ
| Sl. No. | Item Description |
| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(i) 15 cm av. DiameterNote: Diameter of pile to be measured at a distance of 1.5 mtr. 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 heads before and after driving and including hire and labour for necessary driving appliances and all tackles.(i) 15 cm av. diameterNote : 1) Payment to be made on the length driven into the ground.Diameter to be measured at 1.5 m. from the thicker end2) For string staging under specific instrution of Engineer - in - charges or for driving from pontoon or boats, tha rate will be enhaaced by Rs.4.00 per meter.3) For driving done by pile engine set ( withoutstaging ) under specific instruction of Engineer-in -charge, ha rates will be enhaaced by Rs.4.00 per meter |
| 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 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge.a) Two Coat |
| 5 | 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.” |
| 6 | 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). |
| 7 | Supplying Nylon cage netting 1 metre x 1 metre x 1 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 | 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. Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessary. |
| 9 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of,NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. (NOTE : For compensation for earth for land owned and arranged by Contractor add Rs. 25.00 per m³ extra over rate of E/W for land owned / arranged by the Department. Royalty charge on earth @Rs. 29.00 per m³ and Cess Charges @Rs. 5.30 per Cum. as per Govt. notification which will be paid on production of necessary documents in support of payment made towards the royalties & Cess.)A) Beyond 0.50 km and upto 1.00 km. |
| 10 | B) Beyond 1.00 km and upto 2.00 km |
| 11 | C) Beyond 2.00 km and upto 3.00 km |
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