In Ward-96, The Road Going To Tehsil In Front Of Holy Child And Dps. The Road In Front Of The School And The Road In Front Of The Power House And The Road In Front Of Amar Ujala And The Road From Holy Wild To Basant Chowk And The Road Leading To Vaishno M, Ghaziabad-Uttar Pradesh

In ward-96, the road going to tehsil in front of Holy Child and DPS. The road in front of the school and the road in front of the power house and the road in front of Amar Ujala and the road from Holy Wild to Basant Chowk and the road leading to Vaishno Mata Mandir, repair work of the puncture - S/L of stone ballast 22.40 to 53mm size with stacking for 10 measurment etc all complete 2 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 PWD SOR 2022 20.2.1 3 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 PWD SOR 2022 20.2.1 4 S/L Tack coat of bitumen @ 0.30 kg/m2including 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) 5 Providing and layingbituminous 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 , labour cess etc. complete.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	28-08-2025	Date Extended	Date	03-09-2025

INR 1416 /-

INR 8.95 Lakhs /-