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| 1 | Restoration of Puria Kalhar Khul at Spots damaged by flood under SASCIEarth work in bulk excavation by manual means 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 : |
| 2 | 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) |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 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 | 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 6 | Dumping stone excluding cost of stones in Horizontal on level |
| 7 | Supply of stones. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, khul section, bed and walls |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for: Walls |
| 10 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 11 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:4:8 or leaner mix (i/c equivalent design mix) |
| 12 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 13 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 15 | Carriage of Sand from nearest source to site of work for an average distance of 42 km by Mechanical Transport and 200 M by Head load. |
| 16 | Carriage of Stone aggregate 20 mm from nearest source to site of work for an average distance of 22 km by Mechanical Transport and 200 M by head load. |
| 17 | Carriage of Stone from nearest nallah to site of work for an average 22 km by MT and 200 Mtrs by head laod. |
| 18 | Carriage of excavated earth/demolished material fro Site of Work to dumping place for an average distance of 1 km by Mechanical transport. |
| 19 | Carriage of excavated earth/demolished material fro Site of Work to dumping place for an average distance of 100 M by head load. |
| 20 | Permanent Restoration of Pouni Canal and its Upper Bazar Distributary damaged by flood under SASCIEarth work in bulk excavation by manual means 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 : |
| 21 | 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) |
| 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 | 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, khul section, bed, T Wall |
| 25 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 27 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 28 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 29 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:4:8 or leaner mix (i/c equivalent design mix) |
| 30 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 31 | Carriage of Sand from nearest source to site of work for an average distance of 40 km by Mechanical Transport and 350 M by Head load. |
| 32 | Carriage of Stone aggregate 20 mm from nearest source to site of work for an average distance of 20 km by Mechanical Transport and 350 M by head load. Please Enable Macros to View BoQ information |
