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| 1 | 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). |
| 2 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.(a) Where boats are not necessary. |
| 3 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(ii) 12.5 cm av. Diameter |
| 4 | 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.(ii) 12.5 cm av. diameter |
| 5 | 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. |
| 6 | Supplying to site empty cement polythene bags (capacity50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). |
| 7 | Labour charges for filling empty cement gunny bag / polythene bag (capacity50kg) with all kinds of earth (wetordry), 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 with in a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). |
| 8 | Dumping in position earth /sand filled gunny / poly bags (capacity50kg) within a lead of 30 metre inclusive of all lifts. |
| 9 | 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. |
| 10 | 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 |
| 11 | Earth work from borrow pits over existing embankment or for repairs to embankment, closing breachesetc.within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
| 12 | Extra rate over Item Nos. 1 for all kind of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.i) From 90 meter to 120 metre- |
| 13 | Extra rate over Item Nos 1.0 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. |
| 14 | 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, levelling as per direction of the Engineer-in-charge within lead of-A) Beyond 3.00 km and up to 4.00 k.m |
| 15 | Supplying at site and laying in position UV stabilized polypropylenewoven geotextile of 430 gsm as filter, as per specification, including costof preparing the bed, placing the geotextile as per profile with at least15cm lapping, wherever require dandanchorage at top, sewing /welding the overlapped portion, storage and transportation by allmeans, complete as per direction of the Engineer-in-charge.Note: 1. Payment to be made on measurement of finished surfacewithout lapping, butincluding anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, tobe done by the Engineer-in-charge departmentally. Paragraphs 2.7.7,2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in theUSoR shall be reproduced and included in the tender document as“Specification & Special Terms & Conditions for Geotextile” in case ofuse of this item in the estimate.3. This particular item is to be used in special cases, either incontinuation of previous usage or after offering adequate justificationfrom techno-economical angles |
