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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-Finance | ₹4.6 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | prakash a L1 | IDDINKUNHI ALIAS KHALID A.K L2 | MOHAMMED HASSAN K P L4 | Mohammed Nuhman L3 | RONY D SOUZA L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00DAAIGOLOI-DAIGOLI MASJID CROSS ROAD CONCRETE | ||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 73.2 | cum | 60 ₹4,392 | 50.35 ₹3,685.62 Lowest | 53.03 ₹3,881.8 | 51.52 ₹3,771.26 | 58.01 ₹4,246.33 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 36.6 | cum | 1,700 ₹62,220 Lowest | 1,823.91 ₹66,755.11 | 1,922.07 ₹70,347.76 | 1,867.52 ₹68,351.23 | 2,101.44 ₹76,912.7 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 54.9 | cum | 7,000 ₹3,84,300 Lowest | 7,018.57 ₹3,85,319.49 | 7,396.43 ₹4,06,064.01 | 7,186.53 ₹3,94,540.5 | 8,086.51 ₹4,43,949.4 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 9.76 | cum | 560 ₹5,465.6 | 479.27 ₹4,677.68 Lowest | 505.1 ₹4,929.78 | 490.76 ₹4,789.82 | 552.22 ₹5,389.67 |
Tender Value
₹5.9 L
EMD Value
₹14,756
Closing Date
10 Nov 2025, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MEENJA GP
ROAD CONCRETE-
2025_LSGD_816874_1
E1/08/2026
Open Tender
Civil Works - Roads
Item Rate
90 days
MEENJA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,305
Yes
₹14,756
Yes
11 Sept 2026
30 Oct 2025
13 Nov 2025
30 Oct 2025
10 Nov 2025
30 Oct 2025
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