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| 1 | 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 80%, Ordinary Rock 20% |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 4 | 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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Extra for laying concrete in or underwater and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete Note for item:- The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 9 | Supply of UPVC blind pipe 100 mm dia as per IS : 12818 |
| 10 | Labour for Cutting of UPVC Pipe in required length, placing in position inc. carriages loading unloading stacking at site @10m/Assistant Fitter or 2nd class Fitter complete job |
| 11 | Labour for Cutting of UPVC Pipe in required length, placing in position inc. carriages loading unloading stacking at site @10m/Beldar complete job |
| 12 | Dumping stone excluding cost of stones in Horizontal on level |
| 13 | Carriage of Sand/Bajree from an average distance of 40 km by MT and 300 mtrs by Head Load |
| 14 | Carriage of Bajree above 40mm size from an average distance of 40 km by MT and 300 mtrs by Head Load |
| 15 | Carriage of Stones from an average distance of 2 km by MT and 300 mtrs by Head Load |
| 16 | Supply of stones |
| 17 | Carriage of Stones from an average distance of 300 mtrs by Head Load |
| 18 | Carriage of Sand/Bajree from an average distance of 50 km by MT and 1200 mtrs by Head Load |
| 19 | Carriage of Bajree above 40mm size from an average distance of 50 km by MT and 1200 mtrs by Head Load Please Enable Macros to View BoQ information |
