Renewal work by SDBC in district Almora

Amount

Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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. By Manual Means

Suwakhan Doram Chalnichhina Motor road

Artola-Jageshwar-Naini Motor road

Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,

Suwakhan Doram Chalnichhina Motor road

Artola-Jageshwar-Naini Motor road

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) (Density 2.20 Tonne/ cum For BM Grading II bituminous Contant 3.30% by weight of total Mixed VG-10 Bitumen)

Suwakhan Doram Chalnichhina Motor road

Artola-Jageshwar-Naini Motor road

Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.00% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 10 bitumen (Density 2.31 Tonne/ cum For SDBC Grading II bituminous Contant 5.00% by weight of total Mixed VG-10 Bitumen)

Suwakhan Doram Chalnichhina Motor road

Artola-Jageshwar-Naini Motor road

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means

Suwakhan Doram Chalnichhina Motor road

Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

Suwakhan Doram Chalnichhina Motor road

Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Artola-Jageshwar-Naini Motor road

RAJA INFRACONSTRUCTION PVT LTD