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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil |
| 2 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with leastdimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, eadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of siz63 mm to 45 mm |
| 5 | Supplying and stacking at site Graded crushed stone aggregate of siz 11.2 mm nominal size (Type B) |
| 6 | Supplying and stacking at site Graded crushed stone aggregate of siz Moorum |
| 7 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 8 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge .70% All kinds of soil :25% ordinary rock,, 5% Hard Rock. |
| 9 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 10 | Carriage of material by MT including loading unloading & Stacking Complete Stone avg lead 5km by MT |
| 11 | Carriage of material by MT including loading unloading & Stacking Complete stone agg .below 40 mm avg lead 10km |
| 12 | Carriage of material by MT including loading unloading & Stacking Complete stone agg above 40 mm avg lead 10km Please Enable Macros to View BoQ information |
