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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹3.5 L+₹18,248.36 (5.53%)Rejected-Finance E I HOUSE ERDUMKADAVU PO MUTTATHODY KASARAGOD | KASARAGOD | KERALA | 670511 | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | MOIDEEN MAHFOOS E M L2 | MUNEER MOIDU L1 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 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. (ii) Using Gravel mix soil. | 21.38 | cum | 2,338 ₹49,986.44 | 2,275 ₹48,639.5 Lowest |
| 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) | 32.07 | cum | 9,300 ₹2,98,260.3 | 8,773 ₹2,81,358.88 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,463
Closing Date
12 Feb 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD -ENGINEERING SECTION KASARAGOD MUNICIPALITY
GENERAL- Kasaragod Municipality 2025-26 P.NO-107/26 Pallam pandiyal Valappu RoadConcrete in Ward 35
2026_LSGD_833412_3
15/2025-26/AE/LSGD/KSD/KMC
Open Tender
Civil Works - Roads
Item Rate
180 days
KASARAGOD MUNICIPALITY
Plaese refer tender documents
9 documents required · 9 mandatory
₹750
₹8,463
4 Jul 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 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. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
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