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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres. |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance iof 60metres. |
| 3 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. |
| 4 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9 |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 15 (iii) Nominal mix 1:2.5:5 |
| 6 | Providing and laying plain/reinforced cement concrete M 25 grade in substructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5 |
| 7 | Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 8 | Providing and laying reinforced cement concrete M 20 in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5 |
| 9 | RCC Grade M30 using batching plant & manual placing. as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 in super -stucture (Wearing coat) |
| 10 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7. Chap. 12 Item no. 12.9(substructure) |
| 11 | Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1005 1010 and 1202(Substructure) |
| 12 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (Super structure) |
| 13 | Construction of retaining/Protection wall |
| 14 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8. Chap. 12 Item no. 12.11 (Granular Material) |
| 15 | Construction of embankment with approved matetrial 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. As per MORD chapter 3 S.I. No. 3.4 |
| 16 | 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, complete as per Technical Specification Clause 401. Please Enable Macros to View BoQ information |
