Reconstruction At Both Side Embankment Of River Maja Damodar Length 665 M From Dihibhursut Masjit Tala R C C Bridge To Garbhabanipur Bazar Within Block And Ps Udaynarayanpur Dist Howrah, Udaynarayanpur-West Bengal
TDR : 47922199
Tender Notice
BOQ
Expired
Udaynarayanpur
West Bengal
Reconstruction At Both Side Embankment Of River Maja Damodar Length 665 M From Dihibhursut Masjit Tala R C C Bridge To Garbhabanipur Bazar Within Block And Ps Udaynarayanpur Dist Howrah
Name of Work: \"Reconstruction at bothside embankment of river Maja Damodar (Length 665 M ) from Dihibhursut Masjit tala R.C.C Bridge to Garbhabanipur bazarwithin Block and PS- Udaynarayanpur, Dist - Howrah.\"
Sl. No.
Item Description
1
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
2
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. 15 cm av. Diameter.
3
Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in 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.1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.2) For driving done by pile engine set (without satging ) under specific instruction of Engineer incharge, the rate will be enhanced by Rs. 4.00 per meter.
4
15 cmav. Diameter
5
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.Width of thinner end above 10 cm. and less than 15 cm.(i) Jhaw / Eucalyptus
6
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.
7
Labour charges for dumping and placing in position properly filled inNylon crates with filled in HDPE bags (minimum 21 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 0.0328 m3.Size of Nylon crate is 1metre X 1metre X 1metre.(a) Where boats are not necessary.
8
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, leveling as per direction of the Engineer-in-charge within a lead of.E) Boyond 4.00 km and upto 5.00 km.NB :- Measurement to be taken on the basis of stack measurement/pre-post work section measurement after deduction of void as per norms. No extra payment will be made for stacking.(For compensation for earth for land owned and arranged by conductor add Rs. 25.00 per m3 extra over rate of E/W for land owned/arranged by the department. Royalty charge on earth @ 29.00 per m3 & Cesses charges @Rs. 5.30 per m3(i.e. Rs. 15.00 per 100 cft) as per govt notification which will be paid on production of necessary documents in support of payment made towards the royalties & Cesses.)
9
Testing of Geo-textile materials including UV Test from well eqipped laboratories like Jadavpur University, BITRA, CIPET etc.) (This item is applicable only for third party testing conducted by the Engineer-in-charge to assure the quality of the Geo-textile material)
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