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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC Accepted via resolution no 9(1) dtd 15/10/26 | |
| 2 | L2₹5.6 L+₹42,650.02 (8.23%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹5.8 L+₹59,401.67 (11.5%)Rejected-Finance EDAKKANDY MANNIL AVALA P O KOYILANDI TALUK KOZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | BIJU L1 | KAREEM M L3 | DINESH N K L2 | SHAJU C M L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 65.47 | cum | 13 ₹851.06 | 15 ₹981.99 | 11.69 ₹765.3 Lowest | 13.88 ₹908.67 |
| 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 | 43.64 | cum | 270.27 ₹11,795.66 Lowest | 2,500 ₹1,09,110 | 2,427.71 ₹1,05,954.98 | 2,883.88 ₹1,25,864.06 |
| 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) | 65.47 | cum | 7,721.12 ₹5,05,470.84 | 7,140 ₹4,67,427.24 | 6,935.62 ₹4,54,047.3 Lowest | 8,238.85 ₹5,39,364.55 |
Tender Value
₹7.2 L
EMD Value
₹18,043
Closing Date
3 Oct 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER,
OFFICE OF THE ASSISTANT ENGINEER,VELOM GP
Annual Plan-VELOM G P - RENOVATION OF THYKKANDIMUKKU MATHATH THAZHA ROAD in ward 6-Proj.No 104/2026-27
2026_LSGD_872117_1
1/TENDER/2026/AE/LIDEW/VELOM
Open Tender
Civil Works - Roads
Item Rate
300 days
VELOM GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,595
Yes
₹18,043
Yes
11 Nov 2026
24 Sept 2026
5 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 65.47 | cum | - | - |
| 1.002 | 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 | 43.64 | 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) | 65.47 | cum | - | - |
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