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| 1 | Construction of Embankement with Material Obtained from Borrow Pits |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 3 | Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge of 30 m from the foundation trenches. |
| 4 | Plain cement concrete (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 for Coping. |
| 5 | Brick masonry work in 1:4 in foundation complete excluding pointing and plastering, as per drawing and Technical Specifications Clauses 1202 & 1203 Sr No. 12.1 Ref No.600 |
| 6 | Plastering with cement mortar (1:4 ) 15 mm thick on brick work in substructure as per Technical Specifications Clauses 613.4 & 1204 Sr No. 12.3Ref No.600 |
| 7 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specificatio Clause 1002,1005,1010 & 1202 |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1) |
| 9 | (A) By Mix in Place Method |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment 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 MORD Specifications 401 |
| 11 | Supply and laying of 80mm thick I Shaped Rubber moulded vibro compressed gray/colour interlocking cement concrete paver blocks manufactured and control vibration machine having plan dimension 200x (160+120)mm with minimum 5mm thick topping of O.P cement mixed with 25% marbel powder . The compressive strength of concrete block shall be not less than 30 MPA and wt. 4.50kg per no. i/c all respect. |
| 12 | Grey 50% |
| 13 | Red 50% |
| 14 | Provision of Shilanyas and Lokarpan Granite stone board engraved and filling colour paint including all charges of labour material, tools tackle, transportion , fixing stands and frames etc for inaugration. |
| 15 | GST Please Enable Macros to View BoQ information |
