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| 1 | Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 2 | Earthwork in excavation in all kinds of soil for making embank-ments, repairs to the embank-ment, closing breaches etc. as per profile inclu-ding supply and transporting the earth by truck or tractor or any othermechanical means on land , including loading, transporting, unloadingand 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 / prepostwork section measurement after deduction of void as per norms.Noextra payment will be made for stacking.A) Beyond 1.00Km and upto 2.00 kmNote: The rate is inclusive of Royalty charges, Cesses Charges and Compensation for earth for land owned / arranged by the contractor. Royalty payment certificate in original from competent authority are to be produced along the bill, otherwise amount due towards royalty @ Rs. 29.00 / Cum and Cess charge @ Rs. 5.30/ Cum will be deducted from the bills of work |
| 3 | Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length). |
| 4 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.(a) Where boats are not necessary. |
| 5 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) |
| 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 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 1 metre X 1 metre X 1 metre.(a) Where boats are not necessarry |
| 8 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). |
| 9 | Labour charges for filling empty cement gunny bag / polythene bag(capacity 50 kg) with all kinds of earth (wet or dry), sand oragreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within alead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag. |
| 10 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 11 | Construction of Sub Base using Local Materials,spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting,guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H(5th Revision)(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and Sand (in proportion of 60:40) |
| 12 | Mazdoor ( Male / Female) Please Enable Macros to View BoQ information |
