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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:50%all kinds of soil 25% Ordinary soil 25% Hard rock |
| 2 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | 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. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying by anual/mechanical means) |
| 7 | Providing & making Gabion structure with Mechanically Woven DoubleTwisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,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 intervaland shall have minimum 10 numbers of openings per meter of meshperpendicular 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 ofEngineer-in-charge. |
| 8 | 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.Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 9 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 12 | Hand packed stone filling in horizontal level including cost of stone |
| 13 | Carriage of stone at an average distance of 03km by MT |
| 14 | Carriage of sand at an average distance of 30km by MT |
| 15 | Carriage of stone aggregate at an average distance of 30Km by MT |
| 16 | Carriage of NP3 at an average distance of 210km by MT |
| 17 | Carriage of NP4 at an average distance of 210km by MT Please Enable Macros to View BoQ information |
