Improvement work of internal roads of Ashirwad Society in Vaishali Sector 2 by Danes

Dismantelling of old rcc/rb ramp in lime or cement concrete mortar and including stacking of material as direction be the engineer in charge Pwd sor 2022 iten no 17.3

Taking out existing cc interlocking tile from footpath/central verge including removal of rubbish etc disposal of unserviceble material to the dumping grounf as per direction of engineer in charhe DSR 2023 16.83

S/L of 22.4 to 53 mm gauge stone ballast stacking for measurement etc all complete as per the direction of engineer in charge (As per pwd sor 2020 RMR)

Conslidation of stone ballast aggregate of 40-63 mm/22.4 to 53mm gauge stone size to water bound nacadam specification including spreading in uniform thickness hand apcking rolling with three wheel 80-100 ststic roller in proper grade and camber applying and booming si no - 20.01 to item no - 752 pwd sor 2022

Supply & laying of 80mm thick precase cement concrete I shape parporated interlocking tile paver block grey colour with top layer og minimum 8mm thickness having plan dimansion 200x(160+120mm) of o.p cement smoothing gloss finishing M30 weight 5kg per no confirming to is 15658-2006 including cost of material labour t&p etc required for proper completion of the work as per direction by engineer in charge M-30 grade as per pwd sor 2022

Cement concrete with 2cm gauge stone ballast coarse sand and cement in the proportion of 1:2:4 including supply of all material (as per pwd sor 2022 item no - 279 (A)

Disposal of malba upto 8km lead as per the direction of engineer in charge ( As per DSR 2023 page N.83item n.1.1.2)

S/L of Take coat of bitumin @ 0.30kg/sqm including heating the vg 10bitumin spraying the bitumin boiler & cleaning and preparing the existing road surface etc all complete as per the direction of engineer in charge (As per RMR)

Providing and laying dence graded (B.M)bituminious macadam with Hmp producing an average output of 75 tonnes per hoiur usng crused aggregate from approaved quarry of specification gradeing premixed the bitumin binder vg-30 @4.5 percenrt by weight of total mix and filler transportation the hot mix to work site laying for proper completion of work as per direction of enginner in charge including all labour T&P taxs labour cess etc as per RMR

Recycling pavement by cold milling of exisiting bituminous layers using by bituminous concrete (grading 2) using bitumen VG 30 content is 5.4% bitumen weight of mix for reclaimed material fresh bitumen will be required to the extent of 60% of normal requiredment planning the surface after cold milling reclaiming excavated material to the extent of 30% of the required quantity hauling and stock pilling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation adding fresh material inluding rejuvenators as required mixing in a hot mix plant transporting and laying at site and compacting to the required grade level and thickness all as morth specified in clause 519