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| 1 | Earth work in cutting or embankment in ordinary soil excavation to be in form of regular pits not exceeding 0.50 metre depth and earth work in embankment to be in 20Cm (8\\") layers including ramming and dresing the surface to required level and slope but soil taken from 1 Km cartage as per SI. No 253 |
| 2 | Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches as per SI. N0. 251. |
| 3 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.as per SI. N0. 273 |
| 4 | First class brick work in 1:4 cement and coarse sand above 2.25 F.M. mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion of the work. as per SI. N0. 305 (B) |
| 5 | 12 mm thick plaster over brick work with cement mortar consisting of one part cement & four parts of fine sand of 1.25 F.M. including supply of all material,labour and T&P etc required for proper completion of the work as per SI NO 584 |
| 6 | Providing and Laying Cement Concrete 6:3:1 of not less than M-150 stone ballast (40mm nominal Size) , coarse sand and cement and curing complete , icluding cost of Form Work in Foundation and Floors as per S.I.280 |
| 7 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Coarse Sand Filling) |
| 8 | First class brick work in 1:3 cement and coarse sand above 2.25 F.M. mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion of the work. as per SI. N0. 307 |
| 9 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets of 1000mm dia. |
| 10 | Struck Pointing with cement mortar in (1:2) cement fine sand of 1.25 FM including Supply of all materials, Labour and T&P as per S.I.574 |
| 11 | Painting two coats coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing to S.I 641+642 |
| 12 | Brick on edge soling with S.O.B. bricks and dry including prepration of subgrade prescribed camber including supply of bricks , filling joints with local earth spreading a blinding coat of 1 cm depth of local earth over the intire surface including labour, T&P etc for proper completion of the work.as per SI.No.762 (b) Please Enable Macros to View BoQ information |
