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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC NEAR TULA FACTORY GUWAHATI P O P S FATASIL AMBARI PIN 781025 KAMRUP METRO ASSAM | KAMRUP METRO | ASSAM | 781025 | ₹1.5 Cr | L1 | Accepted-AOC Accepted by BEC |
| 2 | L2₹1.5 CrRejected-Finance | ₹1.5 Cr | L2 | Rejected-Finance Rejected by BEC |
| Sl No | Description | Qty | Unit | Rang Private Limited L1 | D. A. CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | 1. Bama Basudev Mandir to CHRN Road
Heavy dressing of the existing road including dressing high spots and filling low spots, 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. | 2,025 | Sqm | 1.98 ₹4,009.50 | 2.02 ₹4,089.69 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land | 1,067.08 | Cum | 150 ₹1.6 L | 263.36 ₹2.8 L |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (ii) From Private Land | 492.43 | Cum | 200 ₹98,485 | 346.46 ₹1.7 L |
| 4.00 | 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 | 303.75 | Cum | 2,920 ₹8.9 L | 2,352.56 ₹7.1 L |
| 5.00 | 2. Bama Manasha Mandir Road
Heavy dressing of the existing road including dressing high spots and filling low spots, 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. | 2,100 | Sqm | 1.98 ₹4,158 | 2.02 ₹4,241.16 |
| 6.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land | 1,108.52 | Cum | 150 ₹1.7 L | 263.36 ₹2.9 L |
| 7.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (ii) From Private Land | 509.64 | Cum | 200 ₹1.0 L | 346.46 ₹1.8 L |
| 8.00 | 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 | 315 | Cum | 2,920 ₹9.2 L | 2,352.56 ₹7.4 L |
| 9.00 | 3. Radhakuchi to Gog Road
Heavy dressing of the existing road including dressing high spots and filling low spots, 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. | 6,000 | Sqm | 1.98 ₹11,880 | 2.02 ₹12,117.60 |
| 10.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land | 2,952.6 | Cum | 150 ₹4.4 L | 263.36 ₹7.8 L |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
18 Aug 2025, 2:00 pmClosed
Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati-03
MAINT/SOPD-G/2025-26/110_Improvement of (GWC) Road from 1_ Bama Basudev Mandir to CHRN Road , 2_ Improvement of (GWC) Road from Bama Manasha Mandir Road, 3_ Improvement of (GWC) Road from Radhakuchi to Gog Road , 4_ Improvement of (GWC) Road from J
2025_PWD_45827_122
CE/MAINT/SOPDG/01/2025-26/02
Open Tender
Civil Works – Roads
180 days
Kamrup Rural
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
₹3.0 L
Yes
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,
11 Feb 2026
25 Jul 2025
19 Aug 2025
25 Jul 2025
18 Aug 2025
25 Jul 2025
25 Jul 2025 - 18 Aug 2025
26 Jul 2025
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