Development of Internal Road of Town planning Scheme-1 (Sahajpur TP 1)

Earth work in excavation in all kinds of soil by mechanical means for road way construction as per approved drawings and levels, including rough dressing and depositing the excavated soil at road site for reuse and removal of unserviceable materials within a lead of 1000m, etc complete as per Clause no. 301 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Construction of embankment in approved layers with approved materials obtained from borrowpits free from logs, stumps, roots, rubish with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Construction of sub-grade 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 No. 300-2 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Construction of granular sub-base by providing close graded Material grade VI, spreading in uniform layers on prepared surface,mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 501 and spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100KN static weight or of equivalent capacity, to achieve minimum required density of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Supplying, mixing, providing laying Wet Mix Macadam in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 and spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100KN static weight or of equivalent capacity, to achieve minimum required density of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Supplying, providing, spraying prime coat over prepared granular base (WMM) with Bituminous emulsion of medium porosity (SS-1) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete as per Cl.502 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Supplying, providing and applying tack coat Cationic bitumen emulsion (RS 1) complying with IS:8887-2004 spraying with the help of a self propelled pressure sprayer to spread uniformly over the cleaned prepared dust free surface as per Clause.503 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No. 504 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No. 508 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment, resin, glass reflectorizing beads with colour of the compound white or yellow as per IS 356 as specified in the drawing conforming to clause no. 803 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.