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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m ]ead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Mannual (Smallwork)(Chapter 4 Sl.No 3) |
| 2 | 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 8km. form the foundation trenches including royalty@ 9.00 per cum. (Chapter No.4 PWD.SCH.-253(a)+ CPTR No. 3 1 to 8 Km.) |
| 3 | Providing and Fixing of barricating of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3 Q, 3 nos of Cross ballies, two supporting ballies of 3 meter ballies and 2 nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (Material will be property of Contractor after dismentling). |
| 4 | 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) |
| 5 | 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) |
| 6 | 12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.(c) 1 Cement : 4 Coarse sand.(Chapter No.13 Si.No.582(ii)) |
| 7 | RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth leuel:1:2:4 in raft foundation (1cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing exlcuding reinforcement, with 1:1.5:3 in heavier beam (1 cement: 1.5 coarse sand(zone-lll) : 3 graded stone). |
| 9 | 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 S.I. No. 504(B)) |
| 10 | Sub Total (A) |
| 11 | Add / Deduction For Estimate Figure Amount Match |
| 12 | Grand Total Please Enable Macros to View BoQ information |
