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| 1 | KALMA KHUL RD 0-1200 [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 | 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) |
| 4 | 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) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 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 | 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 |
| 8 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 9 | Carraige of sand from nud to site of work av. 85km by MT and av H.L 1250m |
| 10 | Carraige of stone agg. From source to site of work av. 48km by MT and av H.L 1000m |
| 11 | TANAH FUROH KHUL RD 0-1500 [AT PLACES] |
| 12 | 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 |
| 13 | 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) |
| 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 | 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 |
| 18 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 19 | Carraige of sand from nud to site of work av. 85km by MT and av H.L 900m |
| 20 | Carraige of stone agg. From source to site of work av. 48km by MT and av H.L 900m |
| 21 | PANGARA JAGIR KHUL RD900-1100 [AT PLACES] |
| 22 | 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 |
| 23 | 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) |
| 24 | 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) |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 26 | 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 |
| 27 | 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 |
| 28 | Carraige of sand from nud to site of work av. 75km by MT and av H.L 500m |
| 29 | Carraige of stone agg. From source to site of work av. 20km by MT and av H.L 500m |
| 30 | SARORI KHUL [AT PLACES] |
| 31 | 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 |
| 32 | 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) |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 34 | 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 |
| 35 | 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 |
| 36 | Carraige of sand from nud to site of work av. 110km by MT and av H.L 300m |
| 37 | Carraige of stone agg. From source to site of work av. 45km by MT and av H.L 300m |
| 38 | BASCHAL KHUL RD 0-1000 [AT PLACES] |
| 39 | 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 |
| 40 | 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) |
| 41 | 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) |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 43 | 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 |
| 44 | 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 |
| 45 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 46 | Supply of stone including loading, unloading and stacking at site excluding carriage |
| 47 | Carraige of sand from nud to site of work av. 95km by MT and av H.L 250m |
| 48 | Carraige of stone agg. From source to site of work av. 40km by MT and av H.L 250m |
| 49 | carraige of stone from nearby nallah to site of work for an average distance of 500Mtr by H.L |
| 50 | 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 |
| 51 | KIRCHI KHUL [AT PLACES] |
| 52 | 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) |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 54 | 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 |
| 55 | Carraige of sand from nud to site of work av. 160km by MT |
| 56 | Carraige of stone agg. From source to site of work av. 30km by MT Please Enable Macros to View BoQ information |
