Ministry Of Road Transport And Highways Tender

Prime Coat:- Providing and applying primer coat with cationic bitumen emulsion MS grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502). On WMM/WBM surface @ 0.70-1.0kg /sqm.

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.0% (min) for Grading-1 and 4.5% (min) for Grading-2 by weight of total mix and filler (Cement /hydrated lime /Rockdust)as per table 500-10 and mix design done as per table 500-1 1 and job mix formula as per clause 505.3.3 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 tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56MPa as directed by E-I-C, and to achieve the desired compaction as per MORT&H specification clause No.505.3.5 complete in all respects(Reference to MORT&H's specification clause 505). (ii) For Grading 2 (26.5 mm nominal maximum aggregate size ) Layer Thickness 50-75mm

Tack Coat:- Providing and applying tack coat with Cationic bitumen emulsion (MS) complying with IS:8887 using emulsion pressure distributoron the prepared bituminous/granular/cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (ReferencetoMORT&H'sspecification clause 503). i) On bituminous surface @ 0.20kg-0.3kg /sqm.

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of approved grade@ 5.2% (min) for Gr.-1 & @ 5.4% (min) for Gr.-2 , as per table 500-17, and mix design done as per table 500-10 and job mix formula as per cl. 505.3.3 and filler(Cement /hydrated lime / Rock dust ), 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 tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C to achieve the desired compaction as per clause no 507.3.5 complete in all respects ref. to MORTH specification clause No.507. for Grading-2 (13.2 mm nominal maximum aggregate size), Layer thickness:30mm

Pavement Repair (Bill No. 3) Providing and laying surface dressing as wearing course in single coat using approved crushed stone aggregates of specified size on a layer of bituminous binder of approved grade laid on prepared surface and rolling in accordance with clause 501.6 and 501.7 of MORT&H's specification (Reference to MORT&H's specification clause 509) 19 mm nominal chipping size

Tack Coat

GST @18% of Total Amount from Item No. 1 to 9