| 1 | 1 | road | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 3.7 : Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | BI01010001010000000000000515BI0100001114 | 416.25 | cum |
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| 3 | 1.002 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001115 | 702 | sqm |
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| 4 | 1.003 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001116 | 9100 | sqm |
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| 5 | 1.004 | 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) | BI01010001010000000000000515BI0100001117 | 9100 | sqm |
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| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 9100 | sqm |
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| 7 | 2 | Reconcrete (MORD) | BI01010001010000000000000515BI0100001119 | | |
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| 8 | 2.001 | 3.7 : Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | BI01010001010000000000000515BI0100001120 | 67.625 | cum |
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| 9 | 2.002 | 75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001121 | 67.625 | cum |
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