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| 1 | Earth work in cutting & filling for ordinary soil and B.C. soil including lift upto 1.5 m lead upto 50 m and dressing of site and ramming of bottom and dispozal of surplus earth with 1 km. distance as direction of Engineer-in-charge.(Carted Earth) |
| 2 | By Mix in Place Method (Blanket coat)Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 3 | Cement Concrete with 40 mm gauge stone ballast sand of 1.25 FM and cement in proportion of 12:6:1 in making sub base of C.C. road in 7.5 cm/ 10 cm. compacted thickness in foundation and under floors, including supply of all material, labour and T&P etc. required for proper completion of the work. (S.I. No. 273) |
| 4 | Providing & fixing and laying of Plastic sheet, in line, level & length at a regular interval suggested by Engineer-in-charge required for proper completion of work. |
| 5 | Providing and laying in cement concrete 4:2:1 (4 graded stone grit 20 mm nominal size : 2 sand : 1 cement ) and curing complete including supply of all material, labour T&P etc. required for proper completion of the work as directed by Engineer-in-charge. (in 50mm & 25mm thick) (S.I. No. 279a) |
| 6 | Construction of K.C. Drain Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (as per S.I. No. 251) |
| 7 | Sand/Dust filling in plinth including supply of necessary quantity of coarse sand from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work (as per S.I. No. 255) |
| 8 | Cement Concrete with 40 mm gauge stone ballast sand of 1.25 FM and cement in proportion of 12:6:1 in making sub base of C.C. road in 7.5 cm/ 10 cm. compacted thickness in foundation and under floors, including supply of all material, labour and T&P etc. required for proper completion of the work. (S.I. No. 273) |
| 9 | Class-150 brick work in 1:4cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. (as per S.I. No. 305) |
| 10 | Random course Rubble massonary in 1:6 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.S.I. No-Ch-8 New item |
| 11 | Providing and laying in cement concrete 4:2:1 (4 graded stone grit 20 mm nominal size : 2 sand : 1 cement ) and curing complete including supply of all material, labour T&P etc. required for proper completion of the work as directed by Engineer-in-charge. (in 50mm & 25mm thick) (S.I. No. 279a) |
| 12 | 12mm thick plaster on brick massonary in the proportion 1:4 minimum thickness not less than 10mm with cement and find sand of 1.25 fineness modulus. (as S.I. No. 584) |
| 13 | Supply & fixing of inauguration marble stone fixed in 1:4 brick work, Plastering, Letter writing, carriage upto side of work with all labours, materials etc. complete. Please Enable Macros to View BoQ information |
