Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Excavation
Eprocure
Opening Date13 Sep 2024
Closing Date18 Oct 2024
Tender Amount₹ 32,78,646
Costs
EMD
₹ 80,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Summary
Bituminous Work In Km 01 Of Vijaypur - Dholinag Moter Road In District Bageshwar Under District Plan 2024-2025
Description
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Contact
Tender Id
2024_pwd_75729_1Bid Award Id
ViewTender No
2514/23AC Dated 07-09-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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Prime Coat Low porosity
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
3937.5
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Tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40 kg/sqm
3937.5
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, 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.
3937.5
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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 A, Type B and Type C as per Technical Specification Clause 510 Type -B
3937.5
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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
580
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Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)
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Ordinary Kilometer Stone (Precast)
2
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200 m stone (precast)
4
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Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at sitefromroadway cutting and excavation from drain and foundation of other structuresgraded and compacted to meet requirement of Tables 300.1 and 300.2 as perTechnical Specification Clause 301.5
62.5
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