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Tender ID
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 | L-I₹23.1 LAccepted-AOC | L-I | Accepted-AOC L-I |
| Sl No | Description | Qty | Unit | HAZARIKA ENTERPRISE L1 |
|---|---|---|---|---|
| 1.00 | I) Sunajuri Gaon 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. | 2,190 | Sqm | 8.27 ₹18,111.3 Lowest |
| 2.00 | 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 | 328.5 | Cum | 2,628.95 ₹8,63,610.08 Lowest |
| 3.00 | Maintenance of Earthen shoulder (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 | 1,094.84 | Sqm | 83.28 ₹91,178.61 Lowest |
| 4.00 | II)Aag Chamua and Pish Chamua 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. | 3,000 | Sqm | 8.27 ₹24,810 Lowest |
| 5.00 | 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 | 450 | Cum | 2,628.95 ₹11,83,027.5 Lowest |
| 6.00 | Maintenance of Earthen shoulder (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 | 1,500.51 | Sqm | 83.27 ₹1,24,947.47 Lowest |
Tender Value
₹23.1 L
EMD Value
₹46,114
Closing Date
18 Aug 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE PWRD TMTRD
O/O EE PWRD TMTRD
Construction of (I) Sunajuri Gaon road and (II) Aag Chamua and Pish Chamua connecting road under Teok and Mariani Territorial Road Division for the year 2024-25 under SOPD-G in Mariani LAC. PKG NO. SOPD(G)/TMTRD/Mariani /2024-25/14/RE/RE
2025_PWD_46147_1
III/14/1563
Open Tender
Civil Works – Roads
Item Rate
90 days
Mariani
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
₹46,114
Yes
6 Sept 2025
5 Aug 2025
19 Aug 2025
5 Aug 2025
18 Aug 2025
5 Aug 2025
Amount
I) Sunajuri Gaon 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
II)Aag Chamua and Pish Chamua 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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