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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₹2.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SREEJESH R L1 |
|---|---|---|---|---|
| 1.00CONCRETE WORK | ||||
| 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. | 50.04 | cum | 15.04 ₹752.6 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 16.68 | cum | 3,124.47 ₹52,116.16 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) | 25.02 | cum | 8,926.12 ₹2,23,331.52 Lowest |
| 1.00 | OD478438/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick(
class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a
frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from
ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance
of all materials and labour charges , fabricating etc complete | 1 | each | 4,499.1 ₹4,499.1 Lowest |
| 1.00 | OD478439/2025-2026:Lettering with black japan paint of approved brand and manufacture | 125 | per Letter per cm height | 6.19 ₹773.75 Lowest |
Tender Value
₹2.8 L
EMD Value
₹7,037
Closing Date
23 Sept 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE CHELORA
AE CHELORA KANNUR CORPORATION CHELORA ZONAL
Annual Plan-PR NO-162/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL DIVI-30 KARUVATH KAVU ROAD RENOVATION retender
2026_LSGD_870248_5
AE/LIDEW/CH/06/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KANNUR CORPORATION CHELORA ZONAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹625
Yes
₹7,037
Yes
27 Oct 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
16 Sept 2026 - 23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE WORK | |||||
| 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. | 50.04 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 16.68 | 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) | 25.02 | cum | - | - |
| 1.004 | OD478438/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick(
class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a
frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from
ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance
of all materials and labour charges , fabricating etc complete | 1 | each | - | - |
| 1.005 | OD478439/2025-2026:Lettering with black japan paint of approved brand and manufacture | 125 | per Letter per cm height | - | - |
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