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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹32.7 L+₹30 (<0.01%)Accepted-AOC | L2 | Accepted-AOC L2 |
Tender Value
₹32.7 L
EMD Value
₹65,389
Closing Date
4 Jan 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER SIBSAGAR AND DEMOW RD. DIVN
O/T EXECUTIVE ENGINEER SIBSAGAR AND DEMOW RD. DIVN
Construction of Gabharu Ali Road Bilung Gaon AND 3 OTHER ROADS under SOPD(ODS) for the year 2024-25 PACAKAGE 13
2024_PWD_41680_1
2024_PWD_41388_1
Open Tender
Civil Works – Roads
Works
90 days
Gabharu Ali Road Bilung Gaon AND 3 OTHER ROAD
Please refer Tender documents.
4 documents required · 4 mandatory
₹654
₹65,389
Yes
27 Jan 2025
25 Dec 2024
6 Jan 2025
25 Dec 2024
4 Jan 2025
25 Dec 2024
25 Dec 2024 - 4 Jan 2025
Amount
Construction of Gabharu Ali Road Bilung Gaon Length-500M
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 quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
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
Construction of Chipahi Path to Nagahisa Connecting Road Length-500m
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 quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
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
Construction of Jabalating Kutuhaguri to Bakhar Bengana Connecting Road Length-500m
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 quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
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
construction of Borbam sub center road to Barpiyal habi connecting roadLength-500m
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 quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
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
AMRIT CHANGMAI (BID ID -254045)
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