Bodoland Territorial Council Tender
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Costs
EMD
₹ 97,167Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
1. Bijay Bazar Lakuriguri To Makhanaguri Road For The Year 2024-2025. ( L1.35 Km).2.bishnupur Jayguru Mandir To Bishnupur Under Sopd-g For The Year 2024-2025. ( L2.00 Km)3.chikajhora Pmgsy Road To Chikarighat Under Sopd-g For The Year 2024-25.tn374_4
Description
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Contact
Tender Id
2025_BoTC_42092_1Tender No
TECH-28/SE-RB/2019-20/95Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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2. Bishnupur Jayguru Mandir to Bishnupur under SOPD-G for the year 2024-2025. ( L= 2.00 Km)
Heavy Dressing
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from
the road centre line to the outer shoulder edge with allowance, made for required quantityof shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance withTechnical Specification and as directed by the Engineer.
7500
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-
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Gavel/Soil-Aggregregate surface course (table 400.3)
Construction of granular Sub-Base by providing well graded material, spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
1125
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-
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Maintenance of Earthen Shoulders (Filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
4500
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-
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3. Chikajhora PMGSY road to Chikarighat under SOPD-G for the year 2024-2025. (L=0.700 Km)
Heavy Dressing
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from
the road centre line to the outer shoulder edge with allowance, made for required quantityof shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance withTechnical Specification and as directed by the Engineer.
2100
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-
... More
Gavel/Soil-Aggregregate surface course (table 400.3)
Construction of granular Sub-Base by providing well graded material, spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
315
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-
... More
Maintenance of Earthen Shoulders (Filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
700
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