Irrigation And Waterways Department Tender

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.

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.

Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incidental charges etc. all complete(capacity 50 Kg)

Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). Note: Volume of earth /sand filled bags should not be less than 0.028 cum./bag

Dumping in position earth/ sand filled gunny/ poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts

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.)

Supplying good quality local sand, filling in embankment, bank slope, ditches etc. including watering and ramming complete in layers not exceeding 15cm up to the satisfaction of Engineer-in-Charge including cost of supply of Local Sand as available including carriage, loading unloading laying etc. complete (payment to be made on the basis of measurement of finished volume) c) With Local sand available beyond 3.00 km and above

Water Bound Macadum Sub Base by consolidating Jhama metal/Laterite chelly or metal/shingles 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 (63mm to 45mm) with moorum screening.