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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-I₹25.7 LAccepted-AOC | ₹25.7 L | L-I | Accepted-AOC L-I |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹25.7 L
EMD Value
₹51,440
Closing Date
21 Feb 2025, 2:00 pmClosed
EE PWRD Teok and Mariani TRD
O/O EE PWRD Teok and Mariani TRD
Construction of(I)Bor Ali to Bajor Chuk Path(II)Malow Ali to Doloni Chuk Roa(III) Malow Ali to Hokaijam Path (IV)1No.Sonari Gaon to 2 No. Sonarigaon (Majbat Katiram Chuk) connecting Road under TMTRD for the year 2024-25 under SOPD-G in Teok LAC
2025_PWD_42698_2
III/14/4425
Open Tender
Civil Works – Roads
Item Rate
90 days
Teok
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
₹51,440
Yes
3 Mar 2025
15 Feb 2025
24 Feb 2025
15 Feb 2025
21 Feb 2025
15 Feb 2025
Amount
(I) Bor Ali to Bajor Chuk Path:- 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 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.
Gravel/Soil-Aggregregate surface course : Construction of granular surface course 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
(II) Malow Ali to Doloni Chuk Road:- 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 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.
Gravel/Soil-Aggregregate surface course : Construction of granular surface course 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
(III)Malow Ali to Hokaijan Path:- 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 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.
Gravel/Soil-Aggregregate surface course : Construction of granular surface course 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
(IV) 1 No. Sonari Gaon to 2 No. Sonarigaon(Majbat Katiram Chuk) connecting Road:- 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 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.
Gravel/Soil-Aggregregate surface course : Construction of granular surface course 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
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