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| 1 | Supplying lhaw / Eucalyptus bullah piles at work site, including dressing and makin8 one endpointed. |
| 2 | 15 cm av. Diameter |
| 3 | Labour for driving lhaw / Eucalyptus bullah piles by monkey in all sorts of soil includinghoisting 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 |
| 4 | 15 cm av. Diameter |
| 5 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross piecescomplete with cost of all materials and carriage to site |
| 6 | Width of thinner end above 10 cm. and less than 15 cm Jhaw / Eucalyptus. |
| 7 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge |
| 8 | Two Coat |
| 9 | Earthwork in excavation in all kinds of soil for making embankments, repairs to theembankment, closing breaches etc. as per profile including supply and transporting theearth 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 depositinB the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction ofthe Engineer-in-charge within a lead of, |
| 10 | Beyond 500 metre and upto 1.00 km. |
| 11 | Supplying Nylon cage netting l metre x l metre x l metre size with knot having mesh size 17.5 cm x 17.5 cm constructed wath nylon thread (210 x 24) having tensile strength not less than 25o Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete |
| 12 | Labour charges for dumping and placing in position properly filled in Nylon crates withfilled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with localor sand, sewing and tying the crate with nylon wire within a lead of 150 m. and allin river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boatincluding cost of hire charges of boat, boatmen and other necessaryequipmentsand also including cost of bags, carriage and charge offilling bags with earth / sandbut excluding cost of nylon crate as per direction of the Engineer - in - Charge.. |
| 13 | Where boats are not necessary |
| 14 | Suppiying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete(capacity50kg) |
| 15 | Labour charges for filling empty cement gunny baB / polythene bag (capacity 50 kB) with m 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 ) , andrcking within a lead of 30 metre as per direction of Engineer-in-charge (cost is excluding any type of filling materilas)NB: Volume of earth/ sand filled bags should not be less than 0 028 cum/ bag |
| 16 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of30 metre inclusive of all lifts |
| 17 | Dismantling of existinB structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications clause 202 for Rural Roads of MORD (ll) By Mechanical Means (a) Cementconcrete |
| 18 | Bricks/jhama/ Bats sorted & stacked at siteBrick bats. |
| 19 | Labour charge for dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges. |
| 20 | Brick bats |
| 21 | 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 |
| 22 | Earthwork in excavation in the canals/drainage channels/borrowpits/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. Please Enable Macros to View BoQ information |
