Improvement to Canal System of Putupada Distributary by Improvement of Service Road from Dandilo to Sarakana

Clearing grass and removal of rubbish up to a distance of 50 metres outside disposal of unserviceable materials with all leads ,lifts and delifts with cost of all labour T & P welfarecess etc.Complete in all respects as per the direction of the Engineer-in-Charge.

Earth work in excavation of foundation in all kinds of soil including dressing and leveling the bed and depositing the excavated soil clear of work site with all leads, lifts, delifts and dewatering including removing bushes, stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all labour, T&P, hire and running charges of all machineries, labour welfare cess etc. complete in all respects as per specification and direction of the Engineer-In-Charge.

Providing,laying,spreading& compcting graded stone aggregte to wet mix macadum specification including premix the material mix plant , carriage of mixed material by tipper to the work site,laying in uniform layers with paver in sub-base/base course on the well prepared surface & compcting with vibratory roller to achieve the desired density as per clause-406 of MoSRT & H Specifiction for the road & bridge works(4th revision) including all cost,carriage,royalty &taxes etc all complete in all respects as per direction of E-I-C.

Providng & applying primer coat with bitumen emulsion on the prepared surface of granular base including clearing of road surface & applying primer @0.60 kg/sqm using mechanical means as per clause-502 of MoSRT & H specification for Road &Bridge works(4th Revision) including all cost, carriage. royalty & taxes etc all complete in all respects as per direction of EIC.

Providng & applying Tackcoat with bitumen using the emulsion pressure distributer @0.20kg/m2 on the prepared surface of bituminous/ granular base cleaned with mechanical broom as per clause-503 of MoSRT & H specification for Road &Bridge works(4th Revision) including all cost, carriage. royalty & taxes etc all complete in all respects as per direction of EIC.

Providing &laying of Bitumen Macadam with hot mix plant using crushed aggregates of grading-II (19 mm) premixed with bituminous binder of 60/70 (packed)penetration grade of bitumen, transported to work site,laid over a previously prepared surface with a hydrostatic Paver Finisher with the sensor control to the required grade, level,alignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT& H Specification for Road & Bridge works (4th Revision) including all cost, carriage,royalty& taxes etc all complete in all respects as per direction of the EIC

Providing &laying Semi Dence Bituminous Concrete with batch type hot mix plant using crushed aggregates of grading-II (10 mm), premixed with bituminous binder of 60/70 (packed)penetration grade of bitumen, transporting the hot mix to work site,laying with a hydrostatic Paver Finisher with the sensor control to the required grade, level,alignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT& H Specification for Road & Bridge works (4th Revision) including all cost, carriage,royalty& taxes etc all complete in all respects as per direction of the EIC

Collecting & supplying approved quality of moorum from approved quarry and stacking at work site in regular stacks of 1.50 x 1.50 x 0.50m to be measured as 1.00 cum for premeasurment including cost, carriage royalty of materials and conveying from stacks and spreading on road surface and consolidation with P.R.R. including hire & running charges of PRR and taxes of all materials complete in all respects as per direction of the Engineer-in-charge.

Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface with all leads ,lifts and delifts with cost of all labour T & P welfarecess etc.Complete in all respects as per the direction of the Engineer-in-Charge.

Earth work in suitable type of soil in borrow area,loading into transport vehicle manually or mechanically and transportation of earth by mechamical means unloading the same over the approved surface of embankment in proper profiles with 5.0km leads ,including rough dressing and breaking the clods to maximum 5cm. to 7cm. size including removal of roots ,bushes ,other deleterious materials from transported earth with all cost ,carriage , roralty , labour welfarecess & laying in layers not exceeding 22.5cm in depth including compasition by Vibrator roller in OMC condition with hire &running charges of all machineries with all labour &T & P required for the work etc.complete in all respect as per specification and direction of the Engineer-in-Charge.