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| 1 | Excavation in soil mixed with moorum/shingle, kankar requiring the use of special tools & plant such as pick axes sabbals etc.foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between 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. Including royalty. (SI No. 252) |
| 2 | Providing and laying cement concrete in 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (fine sand not less than in 1.25 FM) (fine sand not less than in 1.25 FM) (SI No. 275) |
| 3 | 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. Raft foundation and footing with 4 cm., Gauge approved stone ballast including all materials T&P. (287) |
| 4 | R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Stone Grit)in R.C.C. column. (SI No. 289) |
| 5 | R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering 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. {SI No. 284(a)} |
| 6 | R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in heavier beam and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering 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 (SI No. 286) |
| 7 | Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending 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. (10 mm to 12mm tor (TMT Bars). |
| 8 | Class-150 brick work in 1:4 cement and coarse sand, mortar in foundation and plinth including supply of all materials, laborand tools and plants, etc. Required for proper completion of the work. ( Chapte No. 06 S.I. No. 305) PWD Shedule 2017 |
| 9 | Class-150 Brick work in 1:4 super structure with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. (SI No. 305+309) |
| 10 | 12mm thick cement plaster in single coat of fair side of single of half brick wall forinterior 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 S.I. No.-582(ii)) |
| 11 | P/L 18mm Black Granite Stone (super quality) flooring over 25mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry including rubbing and polishing complete. |
| 12 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(SI No. 279(A)) |
| 13 | Providing & fixing stainless steel (Grade 304) raiding made of hollow tubes channels plates etc. including welding grinding, buffering polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolt complete, i/cfixing the railing with necessary accessories and stainless steel dash fasteners stainless steel bolts etc, of required size on the top of the floor or the side of slab with suitable arrangement as per approval of Engineer in-charge, (of payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 14 | Cartage of silt, sludge kankar and other disposable organic material etc. all complete with labor T&P including cartage of 8 km. (NS) |
| 15 | Supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. |
| 16 | Sub Total |
| 17 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 18 | Grand Total |
