Renewal of Barahani haripura harsan maholi mahola road Km 1 to 4 and village makonia to NH 734 via dharampur chauraha connecting jaspur dhampur (Bhootpuri) road Km 7 to 10 by SDBC under AR 2022-23

Amount

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Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, as per technical specification.

Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Density 2.20) (Bitumen mecadam Grading II using VG-30 @ 3.40% of the weight of total for grading II 19mm nominal size ( Rates shall be based on bitumin content 3.40% of total mix by weight and density of finished B.M. as 2.20ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumin @ 42674.33 per MT and agreate @ Rs. 1442.83 per cum inclusive of cartage).

Providing and laying Semi Dense Bituminous Concrete with 60-90 TPH batch type HMP producing anaverage output of 75 tonnes per hour using crushed aggregate sofspecified grading, premixed with bituminous binder @5% of mixandfiller, transporting the hotmix to work site, laying with a hydrostatic paver finis her 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 clauseNo.508 complete in all respects Grading II - 10 mm using Bitumen VG - 30. ( Rates shall be based on bitumin content 5.00% of total mix by weight and density of finished SDBC as 2.31ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumin @ 42674.33 / MT and agreate @ Rs.1442.83 per cum inclusive of cartage).

Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.

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Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, (Including cost of bitumen)

Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) For Grading II 19 mm nominal size (Rates shall be based on bitumen content 3.30% of total mix by weight and density of finished B.M. as 2.20 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 42465.09 per MT and aggregate @ Rs. 1493.48 per cum inclusive of cartage) As per attached analysis

Providing and laying Semi Dense Bituminous Concrete with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5% 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. 508 complete in all respects For Grading II 10 mm nominal size, bitumen VG-30 (Rates shall be based on bitumen content 5.00% of total mix by weight and density of finished SDBC as 2.31 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 42465.09 per MT and aggregate @ Rs. 1493.48 per cum inclusive of cartage) (Including cost of bitumen)

suresh chandra