| 1 | 1 | 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 0.60 kg/sqm using mechanical means | | | |
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| 2 | 1.1 | Left out portion of ROB at Km 12 of NH-103 | item1 | 678.2 | Sqm |
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| 3 | 1.2 | Left out portion of ROB at Km 132 of NH-19 | item2 | 216.4 | Sqm |
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| 4 | 1.3 | Left out portion of ROB at Km 135 of NH-19 | item3 | 124.8 | Sqm |
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| 5 | 2 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. | | | |
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| 6 | 2.1 | Left out portion of ROB at Km 12 of NH-103 | item4 | 717.5 | Cum |
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| 7 | 2.2 | Left out portion of ROB at Km 132 of NH-19 | item5 | 658.33 | Cum |
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| 8 | 2.3 | Left out portion of ROB at Km 135 of NH-19 | item6 | 373.75 | Cum |
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| 9 | 3 | 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. | | | |
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| 10 | 3.1 | Left out portion of ROB at Km 12 of NH-103 | item7 | 28700 | Sqm |
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| 11 | 3.2 | Left out portion of ROB at Km 132 of NH-19 | item8 | 13166.4 | Sqm |
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| 12 | 3.3 | Left out portion of ROB at Km 135 of NH-19 | item9 | 7474.8 | Sqm |
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| 13 | 4 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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. 509 complete in all respects | | | |
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| 14 | 4.1 | Left out portion of ROB at Km 12 of NH-103 | item10 | 574 | Cum |
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| 15 | 4.2 | Left out portion of ROB at Km 132 of NH-19 | item11 | 518 | Cum |
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| 16 | 4.3 | Left out portion of ROB at Km 135 of NH-19 | item12 | 294 | Cum |
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| 17 | 5 | Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. | | | |
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| 18 | 5.1 | Left out portion of ROB at Km 12 of NH-103 | item13 | 276.75 | Cum |
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| 19 | 5.2 | Left out portion of ROB at Km 132 of NH-19 | item14 | 249.75 | Cum |
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| 20 | 5.3 | Left out portion of ROB at Km 135 of NH-19 | item15 | 141.75 | Cum |
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| 21 | 6 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)\n(For Edge Marking) & (Center Line Marking) | | | |
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| 22 | 6.1 | Left out portion of ROB at Km 12 of NH-103 | item16 | 697 | Sqm |
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| 23 | 6.2 | Left out portion of ROB at Km 132 of NH-19 | item17 | 740 | Sqm |
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| 24 | 6.3 | Left out portion of ROB at Km 135 of NH-19 | item18 | 420 | Sqm |
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| 25 | 7 | GST,\n Labour Cess &\nSeinoarage Charges | | | |
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| 26 | 7.1 | GST@12% | item19 | 1 | nos |
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| 27 | 7.2 | Labour Cess@1% | item20 | 1 | nos |
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| 28 | 7.3 | Seinoarage Charges | item21 | 1 | nos |
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