In Vasundhara falling in Ward-54 and 74, work of resurfacing of damaged road from Sa.-01 Hindon Barrage Elevated to Sa.-05 Kanawani Pulia Sewer Pump and from Sa.-07 Vasundhara Police Chowki to Sa.-06 Vaishali Pulia by Dans and work of laying perforat

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 paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 2023 /16.83

Deduct the cost of old tile

Earth work in embankment in ordinary soil etc all comp.

Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a).

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

Consolidation of stone ballast in aggreated 40 to 63 mm to 22. 4 to 53 mm aguge stone ballast size to water bound macadam specification including spreating in uniform thickness hand packing rolling with three wheels 80-100km static roller in satges to p

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

Rising of mainhole incl of material and labour and tools plants etc all supply of material .DSR no 19.26.01/2020

S/L of hot applied thermo plastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per irc 35 the finished surface to be level uniformed and fee from streak and hole rates all including of all tax as per pwd sor 2022 si no 22.02 new item

Supply & laying of 80mm thick precase cement concrete I shape 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

Relaying of old servicable tiles etc all comp.

Removing paint or varnishing with paint remover or with castic soda incl supply of all materials etc all comp. S.i no 657

Taking out of old existing kerb stone etc all comp.dsr 2023/16.82

Laying of old kerb stone etc all comp.dsr 2023/16.85

Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), includingmaking drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR 2023/16.69

First class Brick Work in (1:4) cement & four coarse sand |2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer -in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.0S ITEM NO 305

12 mm thick plaster with cement and coarse sand in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. DSR 2023 ITEM N. 13.4.1

Providing wall putty on old surface with approved quality material of berger etc all comp.SI no 15.27 new item /2022

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : 13.60.1 Two or more coats

Add cost for prepration of dpr

Add cost for M.S board

Please Enable Macros to View BoQ information