M and R to All National Highways under jurisdiction of National Highway Division Rajkot Bituminous items for Patch works including labours materials and machinery

Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) (NH SOR 23-24, It. No.-5.2 (i))

Providing and laying bituminous macadam with 100-120 TPH /Drum mix Plant 60 to 90 TPH capacity hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 3.4 per cent by weight of total mix, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 504 complete in all respects. (a) Laying the mixed materials with paver finisher [As Per RA atteched] Using VG - 40 Grade Bitumen

Providing and laying bituminous macadam with 100-120 TPH /Drum mix Plant 60 to 90 TPH capacity hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 3.4 per cent by weight of total mix, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 504 complete in all respects. (a) Laying the mixed materials with paver finisher [As Per RA atteched] Using VG - 30 Grade Bitumen

Providing and laying bituminous macadam with 100-120 TPH /Drum mix Plant 60 to 90 TPH capacity hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 3.4 per cent by weight of total mix, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 504 complete in all respects. (b) Laying the mixed materials manually by the contractor’s labour [As Per RA atteched] Using VG - 40 Grade Bitumen

Providing and laying bituminous macadam with 100-120 TPH /Drum mix Plant 60 to 90 TPH capacity hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 3.4 per cent by weight of total mix, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 504 complete in all respects. (b) Laying the mixed materials manually by the contractor’s labour [As Per RA atteched] Using VG - 30 Grade Bitumen

Close Graded Premix Surfacing/Mixed Seal Surfacing (Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 508 complete in all respects. ) (R A attached for Bitumen using 47.82 kg per MT of mix ) (a) Laying the mixed materials with paver finisher [As Per RA atteched] Using VG - 40 Grade Bitumen

Close Graded Premix Surfacing/Mixed Seal Surfacing (Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 508 complete in all respects. ) (R A attached for Bitumen using 47.82 kg per MT of mix ) (a) Laying the mixed materials with paver finisher [As Per RA atteched] Using VG - 30 Grade Bitumen

Close Graded Premix Surfacing/Mixed Seal Surfacing (Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using VG 40 bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 508 complete in all respects. ) (R A attached for Bitumen using 47.82 kg per MT of mix ) (b) Laying the mixed materials manually by the contractor’s labour Using VG - 40 Grade Bitumen

Close Graded Premix Surfacing/Mixed Seal Surfacing (Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using VG 40 bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 508 complete in all respects. ) (R A attached for Bitumen using 47.82 kg per MT of mix ) (b) Laying the mixed materials manually by the contractor’s labour Using VG - 30 Grade Bitumen

Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a Single layer construction of compacted crushed coarse aggregates using motor grader for aggregates, key stone chips spreader may be used with application of bituminous binder after a layer, and with key aggregates placed on top of the layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 37.50 mm) As per 5th revision specification ( R A attached for Bitumen using 15 kg per 10sqm) [As Per RA atteched] Using VG - 40 Grade Bitumen