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| 1 | PERMANENT RESTORATION OF PROTECTION WORK IN DIBBER NEAR RIVER TAWI |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 4 | Supply of stone including loading, unloading and stacking at site excluding carriage |
| 5 | carraige of stone from nearby nallah to site of work for an average distance of 500Mtr by H.L |
| 6 | 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 |
| 7 | PERMANENT RESTORATION OF PROTECTION WORK NEAR RAILWAY TRACK BAGLAMUKHI TEMPLE |
| 8 | 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 as directed 1 meter from cutting edge |
| 9 | 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) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 11 | 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 |
| 12 | Carraige of sand from local source to site of work av. 50km by MT and av H.L 200m |
| 13 | Carraige of stone agg. From local source to site of work av. 6km by MT and av H.L 200m |
| 14 | PERMANENT RESTORATION OF DEVAK NEAR NAINSOO TEMPLE |
| 15 | 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 as directed 1 meter from cutting edge |
| 16 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 17 | Supply of stone including loading, unloading and stacking at site excluding carriage |
| 18 | carraige of stone from nearby nallah to site of work for an average distance of 550Mtr by H.L |
| 19 | 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 |
| 20 | PERMANENT RESTORATION OF PROTECTION WORK AT BILLAN BOWLI NALLAH AT SPOTS |
| 21 | 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 as directed 1 meter from cutting edge |
| 22 | 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) |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 24 | 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 |
| 25 | Carraige of sand from local source to site of work av. 500km by MT and av H.L 300m |
| 26 | Carraige of stone agg. From local source to site of work av. 6km by MT and av H.L 300m |
| 27 | PERMANENT RESTORATION OF FLOOD PROTECTION WORK AT BHARAT NAGAR AT SPOTS |
| 28 | 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 as directed 1 meter from cutting edge |
| 29 | 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) |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 31 | 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 |
| 32 | Carraige of sand from local source to site of work av. 55km by MT and av H.L 400m |
| 33 | Carraige of stone agg. From local source to site of work av. 8km by MT and av H.L 400m Please Enable Macros to View BoQ information |