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| 1 | Supply of stone boulder at site (of Pakur variety from Kharagpur Railway yard) including cost of material,loading, unloading ,stacking and carriage and including all incidental charges like royalty, complete. ( Royalty certificate in original from concerned authorityt are to be submitted along with the bill)( Pakur )Stone boulder 30/45 kg. |
| 2 | Labour charge for dumping / laying of Laterite / Stone Boulders / 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.(a) Boulder 20 kg & above where boats are not necessary. |
| 3 | 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. 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 |
| 4 | rectangular sausage cage 1.20 m x 0.90 m Making rectangular/circular sausage cage with 8 S.W.G galvanized iron wire of 125m.m. x 125m.m. mesh wire netting with proper lapping of minimum 150 mm including sewing the joints with 10 S.W.G G.I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump aggregates complete as per direction of Engr-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces) 1.20 metre x 0.90 metre nominal section |
| 5 | Rectangular sausage cage with 8 S.W.G galvanized iron wire Making rectangular/circular sausage cage with 8 S.W.G galvanized iron wire of 125m.m. x 125m.m. mesh wire netting with proper lapping of minimum 150 mm including sewing the joints with 10 S.W.G G.I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump aggregates complete as per direction of Engr-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces) 1.20 metre x 1.80 metre nominal section2) 1.20 metre x 1.80 metre nominal section |
| 6 | Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150 mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer -in -charge.C) Mesh size 125 mm x 125 mm with 8 SWG wire |
| 7 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .I. In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means.a) upto 3 m depth(ii) With pumping out water excluding shoring |
| 8 | 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. |
| 9 | Extra rate over Item Nos.1.01, 1.02.01, 1.02.02, 1.02.03, 1.02.04 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.2 extra lead Please Enable Macros to View BoQ information |
