Pushpa Nagar 100 futa road se lekar Shivlal Mandir hote hue hig 123 hote hue hig 84 ki or sadak nali Nirman karya

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto 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, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405.

Plain cement concrete 1:5:10 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick masonry work in 1:4 cement & coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Plain Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100

Plastering with cement mortar (1:4), cement and coarse sand 12 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204

RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2

M.S. Iron work in plane work such as in RCC to required shape as necessary including bending for completion of work and including supply of Tor steel its wastage. Including all charges etc. as per DSR 2023 (DSR 5.22.6)