| 1 | 1 | Sectioning | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.01 | 2.2.2.A : Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br>\n(II) By Mechanical Means\t<br>\t\n(A) In area of non-thorny jungle | BI01010001010000000000000515BI0100001114 | 0.256 | Hectre |
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| 3 | 2 | WMM | BI01010001010000000000000515BI0100001115 | | |
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| 4 | 2.01 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001116 | 102.425 | cum |
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| 5 | 3 | Prime & Tack Coat | BI01010001010000000000000515BI0100001117 | | |
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| 6 | 3.01 | 5.1.1a : Prime Coat :-\t\t\t\t\t\nLow porosity\t<br>\t\t\t\t\t\t\t\n\tProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001118 | 2285 | sqm |
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| 7 | 3.02 | 5.2.1a : Tack Coat<br>\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001119 | 2285 | sqm |
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| 8 | 4 | BM & sealing coat | BI01010001010000000000000515BI0100001120 | | |
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| 9 | 4.01 | 5.3.1.a : Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), 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. <br>\n For Grading I ( 20 mm nominal size ) <br> | BI01010001010000000000000515BI0100001121 | 90.5 | cum |
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| 10 | 4.02 | 5.10.2.a : Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and bitumen (VG-30) 6.8 kg per 10 sqm | BI01010001010000000000000515BI0100001122 | 2285 | sqm |
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