| 1 | 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.\n(iii) 15 cm av. Diameter | item no 1 | 2377.8 | Metre |
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| 2 | 2 | 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.\n(iii) 15 cm av. diameter | item no 2 | 1801.5 | Metre |
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| 3 | 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.\n(a) Width of thinner end above 10 cm. and less than 15 cm.\n(i) Jhaw / Eucalyptus. | item no 3 | 1446 | Metre |
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| 4 | 4 | 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). | item no 4 | 1872 | Metre |
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| 5 | 5 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.\n(a) Where boats are not necessary. | item no 5 | 1092 | Metre |
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| 6 | 6 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg) | item no 6 | 4643 | Each |
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| 7 | 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 willnot beaccepted ) , andstacking withina lead 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. | item no 7 | 4643 | Each |
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| 8 | 8 | Dumping in position earth/sand filled gunny/polybags (capacity50kg) within a lead of 30 metre inclusive of all lifts. | item no 8 | 4643 | Nos |
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| 9 | 9 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. 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. | item no 9 | 1800 | Cum |
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| 10 | 10 | Extra rate over Item Nos.9 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30metres.\n(iii) From 90 Metre to 120 Metre\n \n | item no 10 | 450 | Cum |
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| 11 | 10.1 | (iv) From 120 Metre to 150 Metre | item no 11 | 1260 | Cum |
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| 12 | 11 | Extra rate over Item Nos.9 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.\nOne Extra Lift. | item no 12 | 900 | Cum |
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| 13 | 12 | Supplying at site geotextile bags of size 1.00mx0.70m using UV stabilized needle punched polypropylene non-woven geotextile of 300gsm as per specification,double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. \nNote:Payment will be made subject to there sult of 3rd Party Testing,to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.5,2.7.8,2.7.9 and 2.7.10 undertheChapter of“SpecificationforWorks ”in the USoR shall be reproduced and in cludedin the tenderdocumentas “Specification and Special Terms & Conditions for Geotextile Bags” in case of use of this item in the estimate. | item no 13 | 362 | Nos |
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| 14 | 13 | Labour charges for filling Geo-textile bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank with in initial lead of 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by the Engineer-in-Charge \n i) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag | item no 14 | 362 | Nos |
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| 15 | 14 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430gsmas filter, as per specification, includingcost 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. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. | item no 15 | 750 | Sqm. |
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