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| 1 | Earth work in cutting or in embankment inmoorum mixed soil (in Bundelkhand areas, requiring use of special T&P such as pick axes and sabbals etc.) excavation to be in the form of regular pits not exceeding 1/2 meter (20\"\") in depth including rammaing and dressing the surface to required, lavels and slopes and also including 1.5 m. (5ft), lifts and 30 m. (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within two km. distance including cost of royalty as directed by Engineer-in-charge |
| 2 | Construction of granular sub base by providing well graded material, spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatvetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density, complet as per technical specification Clause 400.1 |
| 3 | Supply and laying of 125 micron thick approved quality polythen sheet over prepared base. |
| 4 | Cement, concrete with 1:2:4 cement, coarse sand and approved 20 mm. gauge granite stone grit including supply of all materials, labour and T&P etc. required for proper completion of work. |
| 5 | Making 10 to 12 mm. thick expansion or contraction joints at interval of 3.00 m each in C.C. road slab by full depth from at header joint and 1/3 depth saw cuts on other joints with cleaning and sealing with asphalt including all labour, T&P etc. as directed by Engineer-in-charge. |
| 6 | Supply and fixing of sign board including painting and lettering as directed by Engineer-in-charge. |
| 7 | Excavation in foundation in BC soil (in Bundelkhand area) including lift upto 1.5 m. and lead upto 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 Engineer-in-charge a distance of 30 m. from the foundation trenches. |
| 8 | Cement concrete in 1:6:12 with cement, sand and 22.40-53 mm granite stone ballast (crusher broken) in foundation including supply of all materials, labours and T&P etc. required for proper completion of the work . |
| 9 | M 150 brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in foundation and plinth in one brick thick wall including supply of all materials, labours and T&P etc. required for proper completion of the work . |
| 10 | Cement, concrete in 1:2:4 with cement, coarse sand and approved 20 mm. gauge granite stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 11 | 12 mm. thick plaster in 1:4 with cement and fine sand of 1.25 F.M. mortar including supply of all materials, labours and T&P etc. required for proper completion of the work . |
| 12 | R.C.C. with 1:1½:3 cement, coarse sand and approved 20 mm. gauge granite stone grit including supply of all materials, labour and T&P etc. required for proper completion of work. |
| 13 | Mild steel or iron work in reinforcement such as R.B.or RCC work. |
