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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₹64.0 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹64.6 L+₹64,358 (1.01%)Rejected-AOC ASSAM CHANDMARI GUWAHATI 3 | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | Sri Subhasish Das L2 | HAZARIKA ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00 | Jakharia Gaon to Majgaon 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. | 2,400 | sqm | 8.35 ₹20,046.48 | 8.27 ₹19,848 Lowest |
| 2.00 | Gravel/Soil-Aggregregate surface course (table 400.3)
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 | 360 | cum | 2,655.24 ₹9,55,886.22 | 2,628.95 ₹9,46,422 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 | 1,201.97 | sqm | 84.11 ₹1,01,101 | 83.28 ₹1,00,100 Lowest |
| 4.00 | Jaradhara Chuk to Kanupukhuri 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 | 8.35 ₹25,058.1 | 8.27 ₹24,810 Lowest |
| 5.00 | Gravel/Soil-Aggregregate surface course (table 400.3)
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 | 2,655.24 ₹11,94,857.77 | 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 | sqm | 84.11 ₹1,26,169.2 | 83.28 ₹1,24,920 Lowest |
| 7.00 | Balama Agtipomia to Pis Tipomia :
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. | 2,400 | sqm | 8.35 ₹20,046.48 | 8.27 ₹19,848 Lowest |
| 8.00 | Gravel/Soil-Aggregregate surface course (table 400.3)
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 | 360 | cum | 2,655.24 ₹9,55,886.22 | 2,628.95 ₹9,46,422 Lowest |
| 9.00 | 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 | 1,200 | sqm | 84.11 ₹1,00,935.36 | 83.28 ₹99,936 Lowest |
| 10.00 | Rupahi Ali:
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. | 2,400 | sqm | 8.35 ₹20,046.48 | 8.27 ₹19,848 Lowest |
Tender Value
₹64.0 L
EMD Value
₹1.3 L
Closing Date
11 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.
Chief Engineer, PWD Roads
O/O Chief Engineer PWD(Roads)Assam ,Chandmari, Ghy
Const of GWC 1)rd fm Jakharia Gaon to Majgaon 2)Jaradhara Chuk to Kanupukhurir 3)BalamaAgtipomia to Pistipomia 4)Rupahi Ali (5)LBN to 2 No Chutia kari Rd 6)fromBamunpukhuriTulsijan to Hazarika Chuk undr Teok and Mariani TRD for 25-26 in undr SOPD-G
2025_PWD_45818_38
CE/Commn/16/2025-26/04
Open Tender
Civil Works – Roads
Item Rate
120 days
Mariani
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,300
₹1.3 L
Yes
O/O Chief Engineer PWD Roads Assam ,Chandmari, Ghy
25 Feb 2026
23 Jul 2025
11 Aug 2025
23 Jul 2025
11 Aug 2025
23 Jul 2025
23 Jul 2025 - 11 Aug 2025
28 Jul 2025
Amount
Jakharia Gaon to Majgaon 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 (table 400.3) 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
Jaradhara Chuk to Kanupukhuri 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 (table 400.3) 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
Balama Agtipomia to Pis Tipomia : 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 (table 400.3) 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
Rupahi Ali: 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 (table 400.3) 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
LBN to 2 No Chutiakari road (Bahalting 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 (table 400.3) 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
Bamunpukhuri Tulsijan to Hazarika Chuk: 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 (table 400.3) 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
Sri Subhasish Das (BID ID -275784)
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