IMPROVEMENT OF ROAD AT PODA LINE (Smart Urban Road) UNDER KORAPUT MUNICIPALITY

Clearing and grubbing road land including rank vegitation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. all complete as per direction of the Engineer-in-charge.

Dismantling of Cement Concrete Grade M-15 & M20 including T&P and scaffolding wher ever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineerin-charge within an initial lead of 1km from the place of excavation complete.

Supplying, & filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyance, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc., complete (Measurement will be taken on finished compacted section) as per specification and direction of Engineer-in-charge.

Cement concrete (1:3:6) with 4cm. Size crusher broken hard Granite metal including cost of all labour, materials with all taxes, lead,T & P etc all complete

R.C.C work in ground floor of M-25 grade with 20mm & down grade crusher broken hard Granite chips including hoisting & laying with cost of all labour, materials with all taxes, lead ,T & P etc all complete .

Supplying fitting and placing uncoated HYSD bar reinforcement complete.

Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete.

Supply and laying m30 grade heavy duty factory made hydraucally pressed and mechanically compacted free cast inter locking paver 80 mm thick approve shape preparation of sub base with 50 mm sand and levelling ,laying of interlocking paver block with sand binding and final compaction with plate vibrator finishing the surface including cutting the block with its edges and fixing kerb stone along both side of the pathway all complete as per specification and direction of Engineer-in-charge

Providing and applying primer coat with slow setting Bitumen Emulsion on prepared surface of granular base including clearing road surface and spraying primer @ 0.60 Kg/Sqm using mechnical means as per clause No.501.5.2,502 and Section 900of specifications for Road and Bridge works of Ministry of Road Transport & Highways(5th Revision) & including cost of all materials, labour,T&P,taxes,royalty etc complete in all respect and as per Direction of the Engineer-in-charge.

Providing & applying tack coat with Bitumen emulsion (rapid setting) (Gr. R.S-1) on prepared surface including cleaning of road surface and spraying primer @0.20 Kg/Sqm using mechnical means as per clause No.503 and section 900 of MORT&H specifications for Road and Bridge works (5th Revision) complete in all respect and as per Direction of Engineer-in-charge.

Providing & Laying 50mm thick av. Compacted Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot mis Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade. level and alignment, rolling with smooth wheeledvibratory and tandem rollers to achieve the desired compacting as per clause No-504 and Section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per Direction of Engineer-in-charge.

Providing & Laying 30mm thick av. Compacted Semi Dense Bituminous Concrete (Grading-II) using VG-30 Bitumen with bituminous binder @4.0 to 4.5 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade. level and alignment, rolling with smooth wheeledvibratory and tandem rollers to achieve the desired compacting as per clause No-504 and Section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per Direction .

Providing Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of hot applied thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm.is exclusive of surface applied glass beads The finished surface to be level uniform and free from streaks and holes as per IRC: 35 Data Book P. 225 Sr. 8.13 (803) Data for 640sqm.

Supplying and fixing of TRAFFIC BOLLARD : Specification:( MS bollard of 1000mm height and 150mm dia, below ground level 250mm with 6" ms sticks to hold the concrete, ms pipe thickness 3mm, 4 rings of 12mm dia, one square plate of 20 guage to be fixed in the end part of 1000mm, ms welded cap on the head of the pipe and painting epoxy primer with super coat paint)

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