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| 1 | Restoration of LIS Kheralair at Spots damaged by flood under SASCI.Earth 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 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 | 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) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, khul section, bed |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Slab |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Edges |
| 8 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge In cement mortar |
| 9 | 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). |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 11 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 12 | Carriage of Sand from nearest source to site of work for an average distance of 48 km by Mechanical Transport and 400 M by Head load. |
| 13 | Carriage of Stone aggregate 20 mm from nearest source to site of work for an average distance of 28 km by Mechanical Transport and 400 M by head load. |
| 14 | Permanent Restoration of Bharakh Khul 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 : |
| 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 | 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) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, khul section, bed, T Wall |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for: Slab |
| 20 | Edges of slabs and breaks in floors and walls. |
| 21 | 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). |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 23 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 24 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 25 | Carriage of Sand from nearest source to site of work for an average distance of 50 km by Mechanical Transport and 400 M by Head load. |
| 26 | Carriage of Stone aggregate 20 mm from nearest source to site of work for an average distance of 31 km by Mechanical Transport and 400 M by head load. Please Enable Macros to View BoQ information |
