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| 1 | Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter Si.No.1) |
| 2 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 Stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter Sr.No.1) |
| 3 | Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 Sr.No. 2) |
| 4 | R.c.c work with cement approved coarse sand and 4cm gauge approved stone ballast in the proportion 1:2:4 (One part of Cement, 2 part of Coarse sand and 4 part of 4cm. stone grit) in R.CC Raft Foundation and Footing 4cm. Gauge approved stone ballast excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150 grade. (5-Chapter S.I.No.287) |
| 5 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1: 1½: 3 in (One part of Cement, 1½ part of Coarse sand and 3 part of 2cm. Stone Grit) Wall/R.CC Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centring and shuttering etc. And also including supply of all materials labour and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-20 grade. {5-Chapter Si.No.11(i)} |
| 6 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 (One Part of Cement, Two Part of Coarse Sand and Four Part of 2cm Stone Grit) in heavier beam I.e. having span more than 6 meters excluding supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than m-150. (5-Chapter PWD SCH.No.286) |
| 7 | Class-150 brick work in 1:4 cement and coarse sand, mortar in Super Structrure including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapte No. 06 S.I. No. 2+5) |
| 8 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1½:3 R.C.C. T beam and Columns excluding supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than m-150. (5-Chapter PWD SCH.No.289) |
| 9 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.C.C Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter Si.No.8) |
| 10 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor.(Chapter No. 10 As per M.R.) |
| 11 | Earth work in Filling in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 5km. form the foundation trenches including royalty@ 9.00 per cum. (Chapter No.4 Si.No.3+ CPTR No. 3 1 to 5 Km.) |
| 12 | Mild steel of iron in heavy size such as trusses built up gates record reck, roof work gates etc. brought to required form including drilling holes revitting are welding where neccesary, and also including supply of steel bolts , nuts wastage etc. and there fixing required for completion of the work. (Chapter No.10 Sr.No.2) |
| 13 | Sub Total |
| 14 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 15 | Grand Total Please Enable Macros to View BoQ information |
