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| 1 | Earth work in cutting or embankmentin 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 requiredlevel and slope but soil taken from 1 Km cartageas per SI. No253 & cartage 1KM |
| 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 trenchesas 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 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place methodwithrotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.(4.7.3) By Manual Means . |
| 6 | First class brick work in 1:4 cement and coarsesand 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). |
| 7 | Providing and laying of Rubber moulded reflective Zig ZagInterlocking Concrete Block Pavement having Thickness 80mm as per drawing snd technical specification Clause 1504 |
| 8 | 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 |
| 9 | 2.5 cm thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2 cm gauge approved graded stone laid in panels finished with 3mm floating coat of neat cement including supply of all material labour and T&P etc. required for proper completion of the works per SI No. 601(b) |
| 10 | Providing and laying 110mm P.V.C. pipe for Cross Drainage |
| 11 | B-For Signboard-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 trenchesas per SI. N0. 251. |
| 12 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 8:4:1 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. 275 |
| 13 | Plain cement concrete in 1:2:4 cement , coarse sand and grit as per S.I. 279(B) |
| 14 | Supply of 1.20x0.90m sign board |
| 15 | Lettering and Painting of Standard size sign Board as per CH 22 sl.no. 09 |
