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| 1 | PERMANENT RESTORATION OF FLOOD PROTECTION WORK IN MAND EAST AND GARNAI AT SPOTS |
| 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 | 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) |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 5 | Supply of stone including loading, unloading and stacking at site excluding carriage |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 8 | Providing & Supplly of B.A wire crate at site of size 6x1.5x1.5m, 4\\"x4\\" mesh size including loading, unloading, stacking and carraige complete |
| 9 | Carraige of sand from nearest source to site of work av. 75km by MT and av H.L 200m |
| 10 | Carraige of stone agg. From nearest source to site of work av. 13km by MT and av H.L 200m |
| 11 | carraige of stone from nearby nallah to site of work for an average distance of 500Mtr by H.L |
| 12 | PERMANENT RESTORATION OF FLOOD PROTECTION WORK IN LOUNDANA NALLAH AT SPOTS |
| 13 | 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 |
| 14 | 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) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc |
| 17 | Carraige of sand from local source to site of work av. 65km by MT and av H.L 300m |
| 18 | Carraige of stone agg. From local source to site of work av. 5km by MT and av H.L 300m Please Enable Macros to View BoQ information |