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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAccepted-AOC | ₹32.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹32.7 L+₹67.50 (<0.01%)Accepted-AOC | ₹32.7 L+₹67.50 (<0.01%) | L2 | Accepted-AOC L2 |
Tender Value
₹32.7 L
EMD Value
₹65,389
Closing Date
9 Jan 2025, 3:00 pmClosed
Executive Engineer PWD Sivasagar and Demow TRDS
Executive Engineer PWD Sivasagar and Demow TRDS
i) Cons of Lunpuriya Bhutarbari Connecting Road Length-500M, ii)Cons of Lekania Tipomia to Raja Chuk Connecting Road Length-500m, iii)Const of Gumutha Bhyan Chuk Road connecting to Gumutha Ali Length-500m, iv)const of Ghatuwa Bosti Road-500m
2025_PWD_41935_1
NIT/11/2024-25/Pt-IV/A-39/2775 Dtd.6-1-2025
Open Tender
Civil Works – Roads
Works
90 days
Sivasagar
Please refer Tender documents.
5 documents required · 5 mandatory
₹654
Yes
₹65,389
Yes
29 Jan 2025
7 Jan 2025
10 Jan 2025
7 Jan 2025
9 Jan 2025
7 Jan 2025
Amount
Construction of Lunpuriya Bhutarbari 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 Lekania Tipomia to Raja Chuk 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 Gumutha Bhyan Chuk Road connecting to Gumutha Ali 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 Ghatuwa Bosti 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
SRI PANKAJ HANDIQUE (BID ID -254775)
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