Tender For Strengthening Of R Ura Ex-Zamindary Embankment From House Of Khatua To Deulpota Kone For A Length Of 1100.00 M At Mouza- R Ura, Gp- 05 No Sarta In Block & Ps-Sabang & Dist. Paschim Medinipur., Medinipur West-West Bengal
TDR : 55422604
Tender Notice
BOQ
11 Days Left
Medinipur West
West Bengal
Tender For Strengthening Of R Ura Ex-Zamindary Embankment From House Of Khatua To Deulpota Kone For A Length Of 1100.00 M At Mouza- R Ura, Gp- 05 No Sarta In Block & Ps-Sabang & Dist. Paschim Medinipur.
Name of Work:- Strengthening of R ura Ex-Zamindary Embankment from house of Khatua to Deulpota Kone for a length of 1100.00 m at Mouza- R ura, GP- 05 No Sarta in Block & PS-Sabang & Dist. Paschim Medinipur.
Sl. No.
Item Description
1
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
2
15 cm av. Diameter
3
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 afterdriving and including hire and labour for necessary driving appliances and all tackles.
4
15 cm av. 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
6
Width of thinner end above 10 cm. and less than 15 cm.
7
Jhaw / Eucalyptus.
8
Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a laping of 15 cm, including supply of drum sheet, fixture all complete as per direction of the Engineer - in - charge.
9
Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment, closing breaches etc. as per profile includingsupply and transporting theearthby truck or tractor or any other mechanical means on land , including loading, transporting, unloadingand stacking with all lifts bothways and head load where necessary anddepositing the same on embankments, clannels, filling depressions inrequisite 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.
10
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