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| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointediii) 15 cm av. Diameter |
| 2 | Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in 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.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 pile engine set (without satging ) under specific instruction of Engineer incharge, the rate will be enhanced by Rs. 4.00 per meter.iii) 15 cm av. Diameter |
| 3 | 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 |
| 4 | 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. |
| 5 | 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. |
| 6 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incidental charges etc. all complete(capacity 50 Kg) |
| 7 | 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 |
| 8 | Dumping in position earth/ sand filled gunny/ poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts |
| 9 | Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc.complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 10 | Earthwork in closing ghoges in embankments including cutting, filling,puddling with water and ramming including all leads and lifts, if necessary. |
| 11 | 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.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.)E) Beyond 4.0 Km and upto 5.00 km |
| 12 | Extra rate over Item Nos. 9 for all kind of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.i) Four Extra Lead |
| 13 | Extra rate over Item Nos 9 for all kinds of soil for every additional lift of 1.50 metre or part there of beyond the initial lift of 1.50 metre. (i) One Extra Lift. |
| 14 | 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) |
| 15 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances a) Where boats are not necessary |
| 16 | Supplying, fitting and fixing with iron nails half split bamboo wailingpieces (av. dia. of bamboo not less than 5.0 cm.) |
| 17 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge.Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Please Enable Macros to View BoQ information |
