RO/BNG/Tul-Jog/OTI/24-25/1

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materisla up to lead of 1000 meters, stacking serviceable and unservieable materials seperatey.) II. By Mechanical Mean A. Bituminous Base Course

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from Private Land

Granular Sub-base with Close Graded Material (Table:- 400-1) A. Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl. 401 (with an initial lead of 5 Km.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (i.) for grading-I Material

Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt,) as per clause 503 of Ministry of Road Transport and Highways specifications for Road and Bridge works(Fifth RevIsion) (II) With Bitumen emulsion CSS-1, (IS:8887-2004) (a) Normal bituminous surface (For DBM)

Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt,) as per clause 503 of Ministry of Road Transport and Highways specifications for Road and Bridge works(Fifth RevIsion) (II) With Bitumen emulsion CSS-1, (IS:8887-2004) (a) Normal bituminous surface (For BC)

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (inclusive of lead from quarry to site and carriage of mixed material. )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I) with 60/7O or VG-3O grade bitumen (ii) for GradingII(19 mm nominal size)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 Yo of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the requir.ed grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (including carriage from quarry to site and carriage of mixed material)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (ref er table 5OO-9 of MoRT&H specification). (I) with 6O17O or VG-3O grade bitumen ii) for Grading-Il (13 mm nominal size)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications

Providing and fixing marker with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&H fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three mos replacement warranty and free maintenance

Providing Sparkle Solar Road Studs, manufacturted by Tata B.P Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud ) with detachable battery , m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra brig LEDin amber and red colour, weight r stud 700+25 gs, flash rate of 50-65 times per minute completely water resistant and weather proof with replament warranty and free maintenance for one year from the date of installation of stud on oad-(installation shuyld be made usingadhesives and procedures erecommended by manufacturer under the suprevision of their competent technician) (a.) Bi-directional Stud