KAM(R)/GRC/SOPD(G)/2019-20/13.

Amount

Road Works

Tack coat : Providing and applying tack coat with bitumien 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 the site and laboratory as directed by the deptt ) (i) with bitumen emulsion CSS-1h (normal bitumenous surface )

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 % of mix and filler transporting the hot mix 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.509. complete in all respect. (including carriage of mixed materials upto 10.00 Km initial lead from mixing plant )( 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 60/70 or VG-30 grade bitumen (ii) for Grading-II(13 mm nominal size)

Construction of embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 (Including compensation of earth)(Including cost of testing of materials at site and laboratory as directed by the deptt.) A) From private Land

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 cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

Construction of granular sub-base by providing coarse graded Material spreadng in uniform layers with motor grader on prepared surface,mixing by mixed in placed method with rotavator at OMC and compacting with vibratory roller to achieve the desired density,complete as per cl. 401(ii) For grading II materials.

Providing, laying, spreading and compacting stone aggregates of speceific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate,watering and compacting to the required density ( with and initial lead of 5.00 Km ) A. By manual means(iii) Grading-III (b)using screening type-B

Providing and laying of hot applied thermoplastic compound 2.5mm 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 MoSrt&h specifications.

Providing reflective pavement marker with micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the menufacturers with three months replacement warranty and free maintenance.

Construction of 16 nos approaches: Construction of embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 (Including compensation of earth)(Including cost of testing of materials at site and laboratory as directed by the deptt.) A) From private Land

Construction of 16 nos approaches: 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 cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

Construction of 16 nos approaches: Construction of granular sub-base by providing coarse graded Material spreadng in uniform layers with motor grader on prepared surface,mixing by mixed in placed method with rotavator at OMC and compacting with vibratory roller to achieve the desired density,complete as per cl. 401(ii) For grading II materials.

Construction of 16 nos approaches: Providing, laying, spreading and compacting stone aggregates of speceific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate,watering and compacting to the required density ( with and initial lead of 5.00 Km ) A. By manual means(iii) Grading-III (b)using screening type-B

Construction of 16 nos approaches: Tack coat : Providing and applying tack coat with bitumien 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 the site and laboratory as directed by the deptt ) (i) with bitumen emulsion CSS-1h (normal bitumenous surface )

Construction of 16 nos approaches: 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 % of mix and filler transporting the hot mix 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.509. complete in all respect. (including carriage of mixed materials upto 10.00 Km initial lead from mixing plant )( 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 60/70 or VG-30 grade bitumen (ii) for Grading-II(13 mm nominal size)

Construction of 16 nos approaches: Providing and laying of hot applied thermoplastic compound 2.5mm 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 MoSrt&h specifications.

Construction of 16 nos approaches: Providing reflective pavement marker with micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the menufacturers with three months replacement warranty and free maintenance.

Shree Gautam Construction Co Ltd