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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC Accepted Vide Resolution No.4(1) dtd. 21/08/25 of velom gp |
| 2 | L2₹4.2 LRejected-AOC EDAKKANDY MANNIL AVALA P O KOYILANDI TALUK KOZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | ₹4.2 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical UKKARANPARAMABATH PALERI VILLAGE KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | HAMEED L3 | KAREEM M L2 | DINESH N K L1 |
|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||||
| 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. | 46.12 | cum | 11.58 ₹534.08 | 15 ₹691.82 | 11.79 ₹543.77 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 30.75 | cum | 2,600 ₹79,942.2 | 2,562 ₹78,773.81 | 2,449.58 ₹75,317.24 |
| 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) | 46.12 | cum | 7,350 ₹3,38,989.35 | 7,320 ₹3,37,605.72 | 6,998.11 ₹3,22,759.83 |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
16 Aug 2025, 4:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LIDEW VELOM GP
CHAMBENGOTTUMUKKUCANAL ROAD 75/26
2025_LSGD_783869_4
14/TENDER/2025/AE/LIDEW/VELOM
Open Tender
Civil Works - Roads
240 days
VELOM GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,711
Yes
13 Jan 2026
8 Aug 2025
18 Aug 2025
8 Aug 2025
16 Aug 2025
8 Aug 2025
Amount
DETAILED ESTIMATE
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
KAREEM M (BID ID -2290175)
HAMEED (BID ID -2290161)
Bidder Name
KAREEM M
HAMEED
DINESH N K
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tech_eval.pdf
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finance_1287307.pdf
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