| 1 | 1 | Earth work in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer in charge (AoR page no-2 ,item no-2.a) | BI01010001010000000000000515BI0100001112 | 162.48 | Cum |
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| 2 | 2 | Labour for applying Sub-Base in layers not exceding 100mm watering and compacting to the eequired density in OMC with PRR Conveying from stacks and spreading moorum on the road rolling with P.R.R etc. ( AoR page no- 142,item no-8) | BI01010001010000000000000515BI0100001113 | 162.48 | Cum |
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| 3 | 3 | Ferrow cutting to the existing B.T surface after interval of 1mtr of size 50mm x 50mm at an angle of 450 to the center line of the road and removing the debries as per spection of E.I.C. | BI01010001010000000000000515BI0100001114 | 1624.8 | Sqm |
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| 4 | 4 | Providing laying , spreading and compacting stone aggregates of specific sizes to water bound macadam(WBM) specification including spreading in uniform thickness hand packing ,rolling, with 3 wheeled steel roller 8-10tones in stages to proper grade and camber ,applying and brooming including all cost. etc completd. ( AoR page no- 162,item no-41) | BI01010001010000000000000515BI0100001115 | 402.138 | Cum |
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| 5 | 5 | Providing surface dressing with 12kg penetration grade of bitumen and 0.15 cum of 19 mm nominal size chips per 10sqm. And including all cost( AoR 2006 page no- 147,item no-20) | BI01010001010000000000000515BI0100001116 | 2166.4 | Sqm |
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| 6 | 6 | Labour for applying primer coat/tack coat.including cost of bitumen.( AoR page no- 146,item no-19) | BI01010001010000000000000515BI0100001117 | 4332.8 | Sqm |
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| 7 | 7 | Labour for laying 20mm thick premix carpet using 0.27cum of 13.20mm to5.6mm size Crusher stone chipping and 14.60kg penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR hire and running charges ofPRR ,hot mixplant ,bitumen bioler and all others T&P etc completed as per specific and didrection of Engineer -in-charges ( AoR page no- 147&148,item no-21) | BI01010001010000000000000515BI0100001118 | 2166.4 | Sqm |
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| 8 | 8 | Providing 6mm thick precoated sealcoat type-B using 0.06 Cum of 6.70 mm size H.G.C.B chips as per sieves analysis and 6.80kg of bitumen for 10sqm including hire and running charges of PRR ,hot mixplant ,bitumen tor boiler and all others T&P etc.including all cost ( AoR page no- 149,item no-22) | BI01010001010000000000000515BI0100001119 | 2166.4 | Sqm |
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| 9 | 9 | Provision for Masonary sighboard (3'x4') and Photography | BI01010001010000000000000515BI0100001120 | 1 | Nos |
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| 10 | 10 | Provision for GST @ 12% | BI01010001010000000000000515BI0100001121 | 1 | Nos |
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