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| 1 | Earth work in excavation by mechanical means 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 10sqm on plan, depth upto 1.5m including disposal of excavated earth upto 1m from cutting edge, disposal earth to be levelled and nratly dressed in All kinds of soil 70% Ordinary rock 30% |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttring all work upto plinth level 1:5:10 with graded stone aggregate 40 mm nominal |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttring all work upto plinth level 1:3:6 with graded stone aggregate 40 mm nominal |
| 4 | 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 3.0mm, 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 least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth, using Nallah stone without bond stone. |
| 6 | Random Rubble masonry with hard stone from Nallah in foundation and plinth including levelling up with Cement concrete 1:6:12 (1 Cement : 6 coarse sand :12 coarse stone aggrgate 20mm nominal size ) at plinth level with cement mortar 1:6 mix. |
| 7 | Dumping stone including cost of stone in Horizontal on level including carriage ( filling of stone ) |
| 8 | centering and shuttring including propping etc and removal of form : foundation , footing , bases of columns etc for mass concrete. |
| 9 | Providing and laying Coping/flooring 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 10 | Filling available excavated earth (excluding rock) in trenches plinth, sides of foundation etc. Layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.50 M. |
| 11 | Providing and laying non-pressure np2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2fine sand) including testing of joints etc. complete. |
| 12 | Cement by avg. lead of 25 km by MT. |
| 13 | Sand by avg. lead of 170 km by MT. |
| 14 | Aggregate by avg. lead of 40 km by MT. |
| 15 | Stone by avg. lead of 10 km by MT . |
| 16 | RCC Hume pipe including carriage 185 km Please Enable Macros to View BoQ information |
