Block naujheel ke gaon navali hasanpur marg se makrand gadi tak marg ka pakka nirman karya

Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (15.12 iii)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

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 Tractor mount with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

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.

Providingandlayingcementconcretein1:6:12(1cement : 6Coarsesand:12gradedstoneaggregate40mmnominal size) includingsupplyofallmaterials, labourandT&Petc. required for completion of work and curing complete, including cost of form work. In Foundation and floors. SI-1 CH-5 PWD SOR Mainpuri

M-150 Class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work as per direction of E/I. S.I. No.5 Ch6

Plain Cement Concrete (PCC grade M15) in open foundation complete as per drawing and Technical Specifications.Clause 1500, 1700 & 2100 .MORT&H SI No 12.08 A CASE-II Ch6

Suppling and laying of Precast Concrete Blocks (Interlocking Tiles) for paving of thickness 80mm Rubber Moulded Grey (Compressive strength not less than 30Mpa as specified in IS: 15658) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 SI 17 ch 5

Supply and fixing of Sign board at site including Painting, Writing etc. complete.