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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-Finance KERALA KL | L1 | Accepted-Finance ADMITTED | |
| 2 | L2₹2.8 L+₹29,457.10 (11.5%)Accepted-Finance | L2 | Accepted-Finance ADMITTED | |
| 3 | L3₹3.0 L+₹42,791.60 (16.8%)Accepted-Finance | L3 | Accepted-Finance ADMITTED | |
| 4 | L4₹3.0 L+₹44,343.11 (17.4%)Accepted-Finance | L4 | Accepted-Finance ADMITTED |
| Sl No | Description | Qty | Unit | M.K KUNHAMU L2 | ANILKUMAR PT L3 | MUHAMMAD AFSAL A L4 | SUNEERA L1 |
|---|---|---|---|---|---|---|---|
| 1.00name board | |||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 42.6 | cum | 50 ₹2,130 | 13.11 ₹558.49 | 13.1 ₹558.06 | 12 ₹511.2 Lowest |
| 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. | 21.3 | cum | 1,917 ₹40,832.1 | 2,020.46 ₹43,035.8 | 2,019.5 ₹43,015.35 | 1,730 ₹36,849 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) | 32.4 | cum | 7,378 ₹2,39,047.2 | 7,765.88 ₹2,51,614.51 | 7,769.5 ₹2,51,731.8 | 6,630 ₹2,14,812 Lowest |
| 1.00 | OD16351/2025-2026:od1255579/2021_2022 :Supplying and fixing ' Sila Phalakam' with Granite stone of Size 600mm x 450 mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost conveyance labour charges etc complete | 1 | each | 2,520 ₹2,520 Lowest | 2,655 ₹2,655 | 4,110.1 ₹4,110.1 | 2,900 ₹2,900 |
Tender Value
₹3.4 L
EMD Value
₹8,463
Closing Date
25 Sept 2026, 2:00 pmClosed
Block Development Officer
Kunnamangalam Block Panchayath
MPLADS 2024-25.Construction of Koramparamb Puthukkudi Athoolithazham Road in Ward No 18 of Perumanna GP - .-General Civil Work
2026_CRD_870605_5
D-376679/23
Open Tender
Civil Works - Roads
Item Rate
180 days
PERUMANNA
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,463
Yes
9 Oct 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1name board | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 42.6 | cum | - | - |
| 1.002 | 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. | 21.3 | cum | - | - |
| 1.003 | 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) | 32.4 | cum | - | - |
| 1.004 | OD16351/2025-2026:od1255579/2021_2022 :Supplying and fixing ' Sila Phalakam' with Granite stone of Size 600mm x 450 mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost conveyance labour charges etc complete | 1 | each | - | - |
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