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| 1 | PERMANENT RESTORATION OF JULERA TAGAN KHUL RD (0-5000M) AT PLACES |
| 2 | Earth work in excavation by manual 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 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 asdirected 1 meter from cutting edge |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 4 | Supply of stone inluding stacking, loading and uhloading compelted |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding 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) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 8 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40mm thick with 20 mm nominal size stone aggregate |
| 9 | Carraige of sand from nearest source to site of work av. 100km by MT and av H.L 600m |
| 10 | Carraige of stone agg. From nearest source to site of work av. 50km by MT and av H.L 600m |
| 11 | Carraige of stone from nearest source to site of work av. H.L 450m |
| 12 | Suupply and Providing BA wire crate at site of size 6.0 x 1.5 x 1.5m with 4\\"x4\\" mesh size |
| 13 | PERMANENT RESTORATION OF GADENA KHUL AT PLACES |
| 14 | Earth work in excavation by manual 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 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 asdirected 1 meter from cutting edge |
| 15 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | Providing and laying in position cement concrete of specified grade including curing but excluding 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) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 18 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40mm thick with 20 mm nominal size stone aggregate |
| 19 | Carraige of sand from nearest source to site of work av. 40km by MT and av H.L 500m |
| 20 | Carraige of stone agg. From nearest source to site of work av. 40km by MT and av H.L 500m Please Enable Macros to View BoQ information |