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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC awarded |
| 2 | L2₹2.0 CrRejected-AOC | ₹2.0 Cr | L2 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | Raidang L2 | A.K. INFRA L1 |
|---|---|---|---|---|---|
| 1.00 | 1) Rumai gabharu Koiri Basti
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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 8,250 | sqm | 8.27 ₹68,240.70 | 8.27 ₹68,240.70 |
| 2.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 1,237.59 | cum | 2,840.82 ₹35.2 L | 2,840.82 ₹35.2 L |
| 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 | 4,250 | Sqm | 83.28 ₹3.5 L | 83.28 ₹3.5 L |
| 4.00 | 2) Bordubi 14 Noline road
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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 8,910 | sqm | 8.27 ₹73,699.96 | 8.27 ₹73,699.96 |
| 5.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 1,336.59 | cum | 2,840.82 ₹38.0 L | 2,840.82 ₹38.0 L |
| 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 | 4,590 | Sqm | 83.28 ₹3.8 L | 83.28 ₹3.8 L |
| 7.00 | 3) Doomdooma -Phillobari Badlabeta Kalahandi line road
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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 4,950 | sqm | 8.27 ₹40,944.42 | 8.27 ₹40,944.42 |
| 8.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 742.59 | cum | 2,840.82 ₹21.1 L | 2,840.82 ₹21.1 L |
| 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 | 2,550 | Sqm | 83.28 ₹2.1 L | 83.28 ₹2.1 L |
| 10.00 | 4) Mulan Pather Kali Mandir
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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 2,970 | sqm | 8.27 ₹24,566.65 | 8.27 ₹24,566.65 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
30 Jul 2025, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Const of 1) Rd Rumaigabharu Koiri Basti 2)Rd Bordubi No 14 Line 3)Badlabeta Kalahandi4)Mulan Pathar Kali Mandir to Baba Than 5)Samdang Etabhata 6)Diamoli road7) Baghjan Diamoli PWD rd to Chaibasa Line 8)Dighaltara 9)Tara TE Pacca Sopd 25 26
2025_PWD_45495_31
CE/Commn/16/202526/3
Open Tender
Civil Works – Roads
180 days
Doomdoma
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,000
₹4.0 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
2 Mar 2026
11 Jul 2025
30 Jul 2025
11 Jul 2025
30 Jul 2025
11 Jul 2025
11 Jul 2025 - 30 Jul 2025
18 Jul 2025
Amount
1) Rumai gabharu Koiri Basti 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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
2) Bordubi 14 Noline road 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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
3) Doomdooma -Phillobari Badlabeta Kalahandi line road 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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
4) Mulan Pather Kali Mandir 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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
5) Samdang Etavata line Heavy dressing of th eexisting road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
6) Deamoli 11 No line road 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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
7) Baghjan Diamuli PWD road to Chaibasa 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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
8) Dighaltarang Gate line 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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
9) Tara TE Majdoor Club 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 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall 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 newgravel 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
Raidang (BID ID -273531)
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