| 1 | 1 | Tarring | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001114 | 649.6 | sqm |
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| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 64.96 | cum |
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| 4 | 1.003 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing 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 | BI01010001010000000000000515BI0100001116 | 649.6 | sqm |
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| 5 | 1.004 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001117 | 649.6 | sqm |
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| 6 | 1.005 | 75.9.3.pb.pa : Plastic roads- Packed Bitumen Rate <br> 20mm thick Open-Graded Premix Carpet\nusing Bituminous (penetration grade/modified bitumen) Binder -<br> Bitumen S-65 -\nPacked Bitumen and Shredded Plastic<br> <br> Providing, laying and rolling of opengraded\npremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates\neither using penetration grade bitumen or emulsion to required line, grade and level to\nserve as wearing course on a previously prepared base, using HM Plant attached with\nopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, then\ntransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2\nmixing well to form a uniform thin layer of plastic over - hot aggregate and adding hot\nbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rolling\nwith a. three wheel 80-100 kN static roller capacity, finished to required level and grades\nto be- followed by seal coat of either Type A or Type B or Type C as per Technical\nSpecification Clause 508 <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65) | BI01010001010000000000000515BI0100001118 | 649.6 | sqm |
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| 7 | 1.006 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001119 | 649.6 | sqm |
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| 8 | 1.007 | od1201495/2021_2022 : Construction of subgrade and earthern shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of and technocal specification | BI01010001010000000000000515BI0100001120 | 7.308 | cum |
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