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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge. a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 2 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within all lead and lift.a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 5 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 6 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand): a) 25 mm thick as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 7 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 8 | 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 diameter 3.0 mm, 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 least dimension of 200 mm, as per drawing, all complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 9 | Supplying and fixing C.I. cover without frame for manholes :a) 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 10 | Providing and fixing M.S wire of required width in mesh size 25x25mm made of M.S. wire of dia 3mm including primer necessary welded or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of M.S. wire of dia 3.0 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 11 | Dismantling existing G.I chain link fencing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. Please Enable Macros to View BoQ information |
