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| 1 | E/W in surface Excavation not exceeding 30cm in depthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposalof excavated earth upto 50 m and lift upto 1.50 m. Chapter 4 Sl no.1 DSR/PWD Spec 2.1(2.1.1) |
| 2 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 & Sl No.3.3 |
| 3 | Providing and laying in position cement concreate of specified grade excluding the cost of centering and shuttering in 1:4:8 (1 cement:4 C/sand :8 graded Stone aggregrate 40 mm (Nominal size )Chapter 5 Sl no.1 DSR/PWD Spec 4.1.8 |
| 4 | Class-150 Brick work with common burnt clay (non modular) brick of class-150 in foundation and plinth in Cemnt mortor 1:4 (1 cement :4Coarse sand). Chapter 6 Sl no.1 DSR/PWD Spec . 6.1.1 |
| 5 | Plain/reinforced (1:1.5:3)cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 |
| 6 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000,1202 |
| 7 | 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 as per MORD specification 401 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 to the required density Grading 3 as per Technical Specification Clause 405. |
| 9 | 12mm thick Cement plaster mix in 1:4 with cement & coarse sand completed.Chapter 13 Sl no.2 DSR/PWD Spec. 13.4.1 |
| 10 | Plain/reinforced (1:2:4)cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 |
| 11 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 12 | Supply and fixing 4.00X2.50 Ft.Size Inauguration Stone of Granite.Sanction by SE RED Knp. |
| 13 | Supply and fixing 4.00X3.00Ft.Size Road Sign board .Sanction by SE RED Knp. Please Enable Macros to View BoQ information |