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| 1 | Earrth work in cutting or In embankment Filling In ordinary soll, excavation to be in the form of regular pits not exceeding 1/2 metre (20\") in depth and earthwork in embankment to be in 20 cm (8\") layers, including ramming and dressing the surface to be required levels and slops and also including 1.5 metre (5 fts) lifts and 30 m. (100\") lead. The earth from cutting to be used in making filling or to be disposlted as spoil banks within 30 metres (100 fts) distance as directed by engineer-in-charge. (Rate is Including Royality.) |
| 2 | Excavation in foundation in ordinary soil (loam caly, or sand). Including lift upto 1.5 mt. (5 ft.) and lead upto 30 mt. (100 fts.) and including filling waterning and raiming of excavated earth in the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and dispsal of surplus earth as directed by the engeeneer in-charge upto a distance of 30 mt. from the foundation and trenches. SI-257 |
| 3 | Concrete with 4 mm. (1.5\") gauge Stone ballast fine local sand of 1.25 Fitness modulouse 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. (8:4:1) |
| 4 | M-150 class brick work in 1:6 cement & coarse sandmortar in foundation up to plinyh as per S.No 303 Ch-6 |
| 5 | 12 mm thick plaster 1:6 cement and corase sand mortar including supply of all material labour T&P etc.as perch-13 SI-17.59 |
| 6 | RCC work with Cement, approved coarse sand, 20 mm gauge stone gritin the proportion 1:1.5:3 including centering and shuttering, lab, mat, and T&P all complete but excluding supply of reinfgorcement and its bending (SI No. 284). |
| 7 | Mild Steel or iron work in RC/Brick work including cutting and bending for proper completion of the work etc. all complete. (S.I. No. 504, Ch- 10) 1% Qty of rcc work = Qtyx7850x1% |
| 8 | Granular Sub -base with well Graded Material (Table 400.1) (A) By Mix Placed Method Construction of granular sub-base by providing well graded material, spreading in unifrom layers with motor grade on prepred surface , mixing by mix in place method with rotavator at OMC compacting with smooth Wheel roller to achieve the desired density , complet as per Technical Specification Clause 401, (Close Grade ) |
| 9 | WBM GRADE -3Providing ,laying , spreading and compactingstone aggregates of specific sizes to water bound macadom specification includingin unifrom thikness hand pakingrolling withsmooth Wheel roller 80-100 KNin stages to proper grade and camber , applying and brooming ,tone screening to fillup the interstics of the coarse aggregate, watering and compacting to achieve the desired density , Grade -3 as per Technical Specification Clause 405 . |
| 10 | Providing and laying 80 mm interlocking concrete block pavement lead on stone dust base and fill joint with fine sand joint filled after laying and dressing bass including supply of all materials labour T&P etc required for proper completion of work. (Exclusive G.S.B |
| 11 | Cement concrete with 20 mm (1.5\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4 : 2 : 1including supply of all materials, labour and T&P etc. required for proper completion of the work.Ch-5 |
