Bhurasingi jn. On Tumula road to Regidi_Road_Jungle Clearance, Pot hole repair,PMC Seal Coat0.000 to 4.570

Clearing grass and removal of rubbish up to a distance of 30m outside the perifhery of the area as per Technical Specification Clause 201 of MORD by Manual means as per the direction E.I.C.

Construction of embankment with approved material obtained from Road way Cutting with all lifts and leads. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORTH Specifications for Road & Bridge works (4th Revision)

Earth work in hard soil or gravelly soil in embankment and ordinary Compaction with P.R.R. roads etc. within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the Department alongwith proper compaction including hire and running charges of P.R.R. (section measurement to be taken on the finished compacted section of the fill)

Providing , laying , spreading and compacting stone aggregates of specific size to water bound macadam by using Moorum / Gravel as binding material specification including spreading in uniform thickness , hand packing , rooling with three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of /binding matarials to fill up the interstices of corse aggregate, watering and compacting to the required density as per the direction of engineer in charge. WBM - Gr- III

Providing for scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 37.5mm thick B U S G in one layer using 0.450 cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen, metal and chips completed as per specification and direction of Engineer-in-Charge. Per 1 Sqm. (Data for 1.609 Km X 3.66 Mt. = 5889 Sqm.)

Providing and laying surface dressing as wearing course in single coat using crushed stone agreegates of specific size of layer of bitumen binder of 60/70 penetratation grade of bitumen laid on prepared surface and rolling 8 to 10 tone smooth wheel steel roler as per cluse 510 of MoSRT&H specification for road and bridge work and all other machineries including cost, conveyance of bitumen, metal and chips complete as per specification and direction of EIC(Type-II)

Providing applying primer coat with bitumen emulsion (SS-I) over prepared surface of granular base including clearing road surface and spraying primer at the rate of 0.6 kg / sqm on the prepared surfaces cleaned etc as per Technical Specification as per the direction of the Engineer-in-charge

Providing and applying tack coat with Bitumen at the rate of 0.250 kg per sqm on the prepared surfaces cleaned etc as per Technical Specification as per the direction of the Engineer-in-charge

Providing and Laying 20mm thick premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg. penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles but excluding cost and conveyance of chips and bitumen complete as per specification and direction of the Engineer-in-charge

Providing an laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6mm size chips and down graded as per sieve aalysis and 6.8Kg. of bitumen per 10 sqm and rolling with PRR including hire and running charges of PRR, bitumen mixer, tar boiler with cost, conveyance, royality of materials, labour, T&P, etc. complete.