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Rural Works Department

Almora, Uttarakhand

  • Opening Date

    09 Sep 2019

  • Closing Date

    23 Sep 2019

  • Tender Amount

    ₹ 41,72,000

  • EMD

    ₹ 83,500

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Summary

Construction Of Rural Motor Road From Valmara Masi Motor Road To Chirkhanda Tapadwa Jankhadi Stage 2

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BOQ Items
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Making super elevation on curves with making walling along raised edge and filling earth & boulder for required height complete including cost of all material , labour and T & P etc.

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Excavation cutting / filling

362

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Coolie Walling

177

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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Using naturally occuring grave

966

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WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means

439

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Patrie filling after consolidation of ballast and black top of the road with walling and locally available E & B. Required for proper completion of the work.

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Coolie Walling

310

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Excavation filling

248

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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5857

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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. 20 mm thick OGPC using Bitumen VG-10

5857

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Providing and applying primer coat with Bitumen emulsion (SS-1)

5857

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Seal Coat 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 Bitumen (VG-10)

5857

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