Tender For Restoration And Raising And Strengthening Of Left Embankment Of New Cossye River For A Length Of 400 M At Mouza -Domghat, Ward No. 13 Within Panskura Municipality, P.S.- Panskura ,District -Purba Medinipur ., Domghat,Panskura-West Bengal
TDR : 56016724
Tender Notice
BOQ
18 Days Left
Domghat,Panskura
West Bengal
Tender For Restoration And Raising And Strengthening Of Left Embankment Of New Cossye River For A Length Of 400 M At Mouza -Domghat, Ward No. 13 Within Panskura Municipality, P.S.- Panskura ,District -Purba Medinipur .
Name of Work:- Restoration and raising and strengthening of left embankment of New Cossye river for a length of 400 m at Mouza -Domghat, Ward No. 13 within Panskura Municipality, P.S.- Panskura ,District -Purba Medinipur .
Sl. No.
Item Description
1
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.
2
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.(a) Where boats are not necessary. Size of Nylon crate is 1metre X 1metre X 1metre.NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3.
3
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,E) Beyond 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.
4
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening
5
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. Note- Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67. (The payment is to be made on the basis of the finished compacted volume of moorum.) Please Enable Macros to View BoQ information
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