OR / FDR 2020-21 to KM 356 / 905 to 454 / 405 on NH 56 in the State of Gujarat Ferkuva Chhotaudepur Bodeli Naswadi Section Annual Rate for Bituminous Items

Amount

Schedule Item

Supplying & Spreading of Ready mix materials of Bituminous Macadam for patch works with 100-120 TPH batch type hot mix plant / DMP 60-90 TPH capacity / 80 - 100 TPH capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 3.4 % of VG-30(60/70) grade by weight of total mix of mix and filler, transporting the hot mix to work site, laid over a previously prepared surface by mannual means to required grade, level and alignment, rolling as per MoRTH 5th revision specification to achive the desired compaction including emulsion bitumen tack coat @ 2kg/10smt etc complete- Manual patch without using paver) [For Grade-II, 19 mm Nominal Size]

Supplying & Spreading of Ready mix materials of Bituminous Macadam for patch works with 100-120 TPH batch type hot mix plant / DMP 60-90 TPH capacity / 80 - 100 TPH capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 3.4 % of VG-30(60/70) grade by weight of total mix of mix and filler, transporting the hot mix to work site, laid over a previously prepared surface by paver finisher to required grade, level and alignment, rolling as per MoRTH 5th revision specification to achive the desired compaction including emulsion bitumen tack coat @ 2kg/10smt etc complete- paver Patta) [For Grade-II, 19 mm Nominal Size]

Providing, laying and rolling of close-graded premix surfacing material with mechanical means using HMP of appropriate capacity not less than 45 tonnes/hour. close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) aggregates using VG-30(60/70) grade bitumen @ 5.09% bitumento the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, transporting the hot mix to work site,laying with mechanical paver finish and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. including tack coat with emulsion at 0.20kg per sqm on existing surface average thickness 20mm etc. complete.

Providing, laying and rolling of close-graded premix surfacing material with mechanical means using HMP of appropriate capacity not less than 45 tonnes/hour. close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) aggregates using VG-30(60/70) grade bitumen @ 5.09% bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, transporting the hot mix to work site,laying with Manual Patch work and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. including tack coat with emulsion at 0.20kg per sqm on existing surface average thickness 20mm etc. complete.

Providing and applying surface painting on B.T. surface using bitumen emulsion at the rate of 5 kg / 10 sq.m. and flushing dust / sand at the rate of 0.06 cu.m. / 10 sq.m. as per MoRT&H specification.

Dense Graded Bituminous Macadam (Providing and laying avg. 50 mm dense bituminous macadam with 100-120 TPH batch type HMP/Drum mix plant 45/90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% by weight of total mix 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 & tack coat @ of 2 kg/10 sqm as per MoRTH 5th Revision specification clause 505 complete in all respects.) For Grading II (26.5 mm nominal size)

Dense Graded Bituminous Macadam (Providing and laying avg. 50 mm dense bituminous macadam with 100-120 TPH batch type HMP/Drum mix plant 45/90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying previously prepared surface by mannual means to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction & tack coat @ of 2 kg/10 sqm as per MoRTH 5th Revision specification clause 505 complete in all respects.) For Grading II (26.5 mm nominal size)

Bituminous Concrete (Providing and laying avg.30 mm bituminous concrete with 100-120 TPH batch type HMP/Drum mix plant 45/90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 % 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 No. 507 complete in all respects including tack coat @ 2 kg/10 sqm) For Grading II (13.2mm nominal size)

Bituminous Concrete (Providing and laying avg.30 mm bituminous concrete with 100-120 TPH batch type HMP/Drum mix plant 45/90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 % of mix and filler, transporting the hot mix to work site, laying by mannual means 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 No. 507 complete in all respects including tack coat @ 2 kg/10 sqm) For Grading II (13.2mm nominal size)

Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm)

Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) for grading I Material

Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) for grading II Material

Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.)

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)

Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) 19 mm nominal chipping size

Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) 13 mm nominal size chipping

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders 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)

Akta Associates

M/s Yogesh Construction Co

SANKALP CONSTRUCTION

MS V S SHAH AND CO.