S/R to Hatabasta Asanapalli Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceable materials to be used or auctioned upto a lead of 1000m incuding removal and disposal of top organic soil not exceeding 150mm in thickness as per direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MORTH specification for Road & Bridge works (4th Revision). as per specification and direction of the Engineer-in-charge. WBM Grade - III Using stone screened dust

Providing and applying Primer coat with penetration grade of bitumen emulsion using bitumen pressure distributor including all cost, carriage, royality, taxes of materials etc.complete as directed E.I.C.

Providing & applying tack coat over the bituminous surface with bitumen boiler fitted with spray set using 0.20Kg / Sqm. area including clearing the surface etc. complete for finished item of work induding cost, conveyance, royalty, taxes, labour, T&P, all other matermls required for the work etc. complete as per direction of the Engineer-incharge.

Providing and laying 20 mm thick premix carpet using 0.18 cum of 13.2 mm and 0.09 cum of 11.2 mm size chips with 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and rolling with PRR including hire and running charges of PRR, tar boiler and other T&P articles including all cost, carriage, royality of chips and bitumen etc. (With H.M.plant)as per direction of the Engineer-in-charge.

Providing and laying 6 mm thick precoated seal coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boiler etc including all cost, carriage, royality of chips and bitumen etc.(With H.M.plant) etc. complete as per direction of Engineer-in-charge. Ground Floor

Providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.

Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.

Supplying, filling in foundation & plinth with sand in layers not exceeding 150mm thick including watering and ramming with cost conveyance, royalities, taxes of all materials and labour with T&P required for the work etc. complete as per direction of the Engineer-in-charge.

Plain Cement concrete of proportion M15(1:2.5:5) in foundation using 4cm size black broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm(6") thick to the required level ramming, watering, curing etc. complete including cost and conveyance royality taxes of all materials and labour with T&P required for the work etc. complete i as per direction of the Engineer-in-charge.

Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, colour and size made by block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. as per drawing and Technical Specification Clause 1501 complete as per direction of E.I.C..

Construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 Kms, spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT & H specification for Road & Bridge work (AR - 06, P - 157, item no - 35) complete as per the direction of the E.I.C.

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