A.R and M.O on NH.305 Sainj Luhri Aut Road Km 0.00 to 97.00. SH. Providing and laying GSB WMM 50mm DBM 30 mm BC on Approach road Both Side for Manglour Bridge at RD 79.875 under NH Sub Division Banjar.

Amount

Construction of Embankment with materal deposited from roadway cutting. Construction of Embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.The contractor will arrange all filling material/muck at his own level including all cost involved for all leads and lifts. No specific borrrow pit site will be provided however, the residual material of Slips/land slide along the National Highway with all leads and lifts including all means of transportation can be utilized. The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in unform layers with grder in Sub-Base/ Base course on well prepared surface and compacting with vibratory roller to achieve the desired density. The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

Providing and applying Priming coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

(Tack coat):-Providing and applying tack coat with RS-1(S 90) emulsion using emulsion pressure distributor at the rate of 0.25 Kg/Sqm on the prepared bituminous/granular surface cleared with mechanical brooms. The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

Providing and laying 50 mm thick dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bitumen binder(VG-40) @ 4.0 to 4.5 percent by weight of total mix and filler transporting the hot mix material to work site in clean insulated vehicles covered while in transit or awaiting, tipping & laying with a hydrostatic paver finisher with sensor control to the required grade, level & alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification Clause 507. The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

(Tack coat):-Providing and applying tack coat with RS-1(S 90) emulsion using emulsion pressure distributor at the rate of 0.20 Kg/Sqm on the prepared bituminous/granular surface cleared with mechanical brooms.The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

Providing and laying 30 mm (thirty millimetre) thick VG-40 bituminous concrete with100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading .premixed with bituminous binder @ 5.4 to 5.6 percent 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 MORTH Specification Clause 509.The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

KULDEEP CHAND (BID ID -527628)