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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, as directed byEngineer-in-Charge. |
| 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 with1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete(Coping) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth level Cold twisted bars |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs Under 20 cm wide |
| 10 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 11 | Dry random rubble masonry with hard stone in foundation and plinth with bond stone. |
| 12 | Hand-packing stones filling in wire-crates; including cost of crates and stones. |
| 13 | Dumping stone including cost of stones in Horizontal on level |
| 14 | Providing and laying watering and compacting in layers not exceeding 200mm thick with 80-100KN roller,river bed material free from organic material mixed with coarse aggregate round nallah shingle max. aggregate size 75mm thick including carriage from source to site of work including of all leads and lift complete. |
| 15 | Providing and laying non-pressure of specified class R.C.C. pipesincluding 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/mechanicalmeans) 1000 mm dia. R.C.C. pipe (laying by manual/mechanical |
| 16 | Carriage of Material by mechanical transport from source to site of work includidng loading/un-loading completeSand / Stone aggregate below 40 mm for average distance 26.0 km |
| 17 | Stone aggregate Above 40 mm for average distance 26.0 km |
| 18 | Stone for an average lead of 17.0 Km Please Enable Macros to View BoQ information |
