Road improvement work by DEN from E-824 to E-673 and from Shiv Mandir to E-582 in E-Block, Sector 11, Pratap Vihar, Ward 51.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move) S.I.253a

Dismentaling of cement concrete or brick granolithic floors including base concrete and including base concrete etc all PWD SOR 2022/697

Disposal of earth up to 8.00 Km from site including etc. all complete work. S.I N0-231(A) SOR-2022

S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge

Consolidation stone aggregates of 45-63mm/22.4-53mm size to water bound macadam,specification including spreading in uniform thickness S.I.No 752

Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR

Providing and laying dense graded bituminous macdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07- 12 for proper completion of work as per direction of engineer-in- cgarge including all labour,T&P,taxes , labour cess etc. complete.

Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes.

Providing and laying bituminous concrete with HMP. crushed aggregate from approved quarry of specified grading premixed with bituminous binder(VG-30)@5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrestatic paver finisher to the required grade,level alignment,rolling with smooth wheeled vibratory and tandern rollers to achieve the desired compaction.

P/L of hot applied thermoplastic compund 2.5 mm thick including reflectorising glass leads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied Glass beads as per IRC:35-2015 The finished surface to be level,uniform and free streaks and holes.S.I N0- 22.2 SOR 2022