Name of Work:- Ward -Ward-67 Sanjay Nagar District Center Cng Ke Paas Road Nirman Ka Karya.
Sl. No.
Item Description
1
Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(AS PERPWD SOR 2022/231( a)+253 (a) S I NO-4.03.
2
S/L of stone ballast 40 to 63 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
3
S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
4
Supply of screening material with stacking for measurment etc all complete as per the direction of engineer in-charge .AS PER PWD SOR 2020 RMR
5
Consolidation of stone aggregates of 45-63 mm/22.4- 53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWDSOR 2022 20.2.1
6
S/L Tack coat of bitumen @ 0.30 kg/m2 including heating the VG 10 bitumen spraying the bitumen with mechanically operated sparay unit fitted on bitumen boiler & cleaning and prepairing the existing road surface etc all completed as per the direction of engineer - in - charge. (AS PER RMR)
7
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
8
Providing and laying bituminous concrete with HMP crushed aggregates 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 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 ,
9
S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness 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 streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work.( SOR2022 SI.N. 22.02 NEW ITEM )
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