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| 1 | Cuttingand clearing jungles including shrubs, water weeds , bushes , trees , plants , upto 30 cm. girth including removing as directed byEngineer -In - Charge. |
| 2 | Earth work in excavation in the canals /drainage channels/borrowpits /Riverbed /slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm. for making bank as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial liftof1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.(a)Ordinary soil/localsoil/soil mixed with moorum or kankar/silt,dry or moist / slushy silt / sticky soil. |
| 3 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). |
| 4 | Labour charge for filling empty cement gunny bags/ polythene bags ( capacity 50 kg. ) with all kinds of earth ( wet or dry) ,sand or aggregates ( stone / brick ) andsewing as done in case of cement bags , ( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 meters as per direction of Engineer -In - Charge ( cost is excluding the cost of any types of filling materials ). N.B - Volume of earth /sand filled bags should not be less than 0.028 cum/bag. |
| 5 | Dumping in position earth/sand filled gunny / poly bags ( capacity 50kg. ) within a lead of 30 meter incusive of all lifts. |
| 6 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressingand making one end pointed. (iii) 15 cm av. DiameterNote: Diameter of pile to be measured at a distance of 1.5m from the thicker end |
| 7 | 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 after driving and including hire and labour for necessary driving appliances and all tackles(iii) 15 cm av. diameterNote: 1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.3) For driving done by pileengine set (without staging) under specific instruction of Engineer-incharge, the rates will be enhanced byRs.4.00 per meter. |
| 8 | 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.(a) Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw / Eucalyptus |
| 9 | 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. |
| 10 | 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. |
| 11 | Earthwork in excavation in all kinds of soil for makingembankments,repairs to the embankment,closing breaches etc. a s pe r profile including supply and transporting the earth by truck or tractor or any othe rmechanical meanson land,including loading,transporting,unloading and stacking with a lifts bothways and headload where necessary and depositing the same on embankments,clannels,filling depressions in requisiteprofile,levelling as per direction of the Engineer-in-charge within a lead of,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. A) Beyond 4.00 km and upto 5.00 km |
