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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621 | ₹1.6 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 Bidder |
| Sl No | Description | Qty | Unit | MONSON ISSAC L1 | HABEEBUNNASAR L2 | VIJAYA KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 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. | 5.26 | cum | 1,969.86 ₹10,371.31 | 2,400 ₹12,636 | 2,500 ₹13,162.50 |
| 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) | 34.02 | cum | 7,584.05 ₹2.6 L | 9,500 ₹3.2 L | 9,800 ₹3.3 L |
Tender Value
₹3.4 L
EMD Value
₹8,461
Closing Date
23 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER
HARIPAD MUNICIPALITY
Annual Plan-Haripad Muncipality 2024-25-Pr.No..485/26 Concreting of Padinjarenada Kumarabhavanam Road in ward 26
2025_LSGD_810979_1
485/AE/LSGD/HPD
Open Tender
Civil Works - Roads
HARIPAD MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,461
Yes
HARIPAD MUNICIPALITY
18 Apr 2026
16 Oct 2025
25 Oct 2025
16 Oct 2025
23 Oct 2025
16 Oct 2025
16 Oct 2025
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.
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)
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