Public Works Department Tender

View complete overview of Uttarakhand PWD Tender

Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date22 Mar 2025
Closing Soon7 Apr 2025
Tender Amount₹ 1,18,89,580 
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Description

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BOQ Items

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Tack coat using VG-10 grade bitumen Providing and applying Tack coat with bitumen VG 10 on prepared dry and hungry bitumen surface including cleaning of road surface and spraying tack coat at the rate of 0.40 kg/sqm using mechanical means as per Technical Specification Clause 503

11899.2

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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, layingand rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, gradeand level to serve as wearing course on a previously prepared base, including mixing in a suitable plant,laying and rolling with a three wheel80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 Case - I By Manual Means Bitumen (VG-10)

11899.2

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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 TypeB as per Technical Specification Clause 510 By Manual Means Case - II : Type B Bitumen (VG-10)

11899.2

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Tack Coat 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.

23532

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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

23532

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Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

23532

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Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

7200

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