Road Safety Measures on various roads under Teok LAC which meets NH-37 for the year 2023-24 under Teok and Mariani Territorial Road Division, Teok under 966-Road Safety Works

Amount

HUMP TYPE SPEED BREAKER FOR 3.75m CARRIAGEWAY (47 nos. of road)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification

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. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification)(I) with 60/70 of VG-30 grade bitumen

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 up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) II) With rock dust as filler ( refer table 500-9 of MoSRT&H specification). A. with 60/70 of VG-30 grade bitumen . ii. for Grading II (13 nominal size)

Semi Dense Bituminous Concrete (Providing and laying semi dense Bituminous Concrete 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 @4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sencor control to the reqd. grade level and grade,level and alignment,rolling with smooth wheeled, vibratory and tendem sollers to achieve the desired compaction as per MoSRT&H Cl.no. 508. Complete in all respect.(Including carriage of mixed materials up to 10.0 km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by yhe deptt.) II) With rock dust as filler ( refer table 500-9 of MoSRT&H specification). A. with 60/70 of VG-30 grade bitumen . ii. for Grading II (10 nominal size)

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 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 manufacturers with three months replacement warranty and free maintenance.

HUMP TYPE SPEED BREAKER FOR 5.50m CARRIAGEWAY (3 nos. of road)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification

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. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification)(I) with 60/70 of VG-30 grade bitumen

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 up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) II) With rock dust as filler ( refer table 500-9 of MoSRT&H specification). A. with 60/70 of VG-30 grade bitumen . ii. for Grading II (13 nominal size)

Semi Dense Bituminous Concrete (Providing and laying semi dense Bituminous Concrete 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 @4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sencor control to the reqd. grade level and grade,level and alignment,rolling with smooth wheeled, vibratory and tendem sollers to achieve the desired compaction as per MoSRT&H Cl.no. 508. Complete in all respect.(Including carriage of mixed materials up to 10.0 km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by yhe deptt.) II) With rock dust as filler ( refer table 500-9 of MoSRT&H specification). A. with 60/70 of VG-30 grade bitumen . ii. for Grading II (10 nominal size)

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 MoSrt&H specifications

Road Furnising

Providing and eracting of retro-reflectrorised cautionary. informatory Sign as per IRC 67 made ofhigh density encapsulated lens type reflective sheeting, fixed over aluminium sheeting, 2mm thick fixed on an angle iron 25x25x4mm supported on a mild steel angle iron post 75x75x6mm firmly fixed to the ground on foundation with MI5 cc 45x45x60mm, 60cm below GL as per approved drawing and sign. (I) 900mm equilateral triangle

Providing and eracting of retro-reflectrorised cautionary. informatory Sign as per IRC 67 made ofhigh density encapsulated lens type reflective sheeting, fixed over aluminium sheeting, 2mm thick fixed on an angle iron 25x25x4mm supported on a mild steel angle iron post 75x75x6mm firmly fixed to the ground on foundation with MI5 cc 45x45x60mm, 60cm below GL as per approved drawing and sign. (Ii) 900mm side octagon

Providing and eracting direction and place identification retro reflectrorised sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75xómm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and Technical Specification Clause.

Khagen Konch