Special repair by providing 30mm thick Bituminous Concrete Renewal coat on NH-01 to Khanpur- Dubli-Kesri- Channi- Langer-Haldari- Bihta to Dhakola (New Haryana State Highway No. 31) (MRL-03) (HR-01-25) (PMGSY-II) under Provincial Division No. 2

Amount

Providing and applying Tack Coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specification. (HSR 17.26.2)

Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler & 7% Plastic waste, 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 complete as per technical clause 507 of per MORTH specifications.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (HSR 34.26)

Preparation and formation of berms and slopes as per X-sections including filling of Earth work, excavation and cutting of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 1st edition. This item also includes E/W if required in sub grade for widening and shoulder. Earth used for sub grade, shoulder and berms should have minimum CBR of 8%. Note :- No earth work will be allowed to be taken from PWD B&R / ROW except for surplus earth after approval from Engineer.

Routine Maintenance for 5 Years

1st Year Maintenance.

2nd Year Maintenance.

3rd Year Maintenance.

4th Year Maintenance.

5th Year Maintenance.

BAL SINGH AND SONS

S.S Associates