BM SDBC work in Barechina Berinaag Askot Motor Road SH 3 in Almora District Or Constituency Almora At Km 31 to 42 Under CM Ghosna

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.

Tack coat using VG-10 grade bitumen @0.40 kg/sqm,Over dry and hungry bituminous surfaces.

Bituminous Macadam 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, 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 bitumen will accordance with Clause 504 of MORD) (density 2.20tonne/Cum for BM. Grading II Bituminous Contant 3.3% by weight of total Mixed VG - 10 bitumen)

Tack coat using VG-10 grade bitumen @0.40 kg/sqm,Over dry and hungry bituminous surfaces.

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% 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 2.31tonne/Cum for SDBC. Grading II Bituminous Contant 5% by weight of total Mixed VG - 10 bitumen)

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.

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

Pattri Filling with local earth & stone i/c levelling dressing etc. including supply of all material labour T&P etc. requried for proper completion of work.

Woodhill Infrastructure Ltd