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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-AOC ADUKKATTU HOUSE THIMIRI PO | KERALA | 1 | Accepted-AOC lowest | |
| 2 | 2₹3.9 L+₹8,255.61 (2.17%)Rejected-Finance | 2 | Rejected-Finance second | |
| 3 | 3₹4.0 L+₹24,488.81 (6.45%)Rejected-Finance KERALA KL | IDUKKI | KERALA | 685533 | 3 | Rejected-Finance third |
| Sl No | Description | Qty | Unit | NIGESH V V L2 | A K REJEESH L1 | NIZAR MV L3 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 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. | 36.23 | cum | 61 ₹2,209.73 Lowest | 61.11 ₹2,213.71 | 65 ₹2,354.63 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 24.15 | cum | 2,984 ₹72,063.6 | 2,909.61 ₹70,267.08 Lowest | 3,109 ₹75,082.35 |
| 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) | 36.23 | cum | 8,568 ₹3,10,375.8 | 8,391.48 ₹3,03,981.36 Lowest | 8,926 ₹3,23,344.35 |
| 1.00 | OD388765/2025-2026:Supplying and fitting name boards of size 75cmx45cm made with GI plain sheets 1.25mm thick (classiv)fitted with 35*35*4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI Sheet fitted 2nos ,32mmGI pipe vertically 90cm above from GL and fixing in cc 1:2:4,30*30*30cm including cost and conveyance of all materials all
labour charges, fabricating etc complete. | 1 | no | 3,500 ₹3,500 | 3,431.37 ₹3,431.37 Lowest | 3,601 ₹3,601 |
Tender Value
Refer Docs
EMD Value
₹10,101
Closing Date
28 Feb 2026, 6:55 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Chengalayi Grama Panchayath
Perinthaleri Muthirakkal Colony Road Concrete in chengalayi GP Chengalayi GP
2026_LSGD_839026_17
AE/CHLY/04/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Chengalayi
Please refer Tender documents.
9 documents required · 9 mandatory
₹895
Yes
₹10,101
Yes
5 Jul 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 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. | - | cum | - | - |
| 1.002 | 4.1.A.2: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. (ii) For Grading II Material | 1 | 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) | - | cum | - | - |
| 1.004 | OD388765/2025-2026:Supplying and fitting name boards of size 75cmx45cm made with GI plain sheets 1.25mm thick (classiv)fitted with 35*35*4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI Sheet fitted 2nos ,32mmGI pipe vertically 90cm above from GL and fixing in cc 1:2:4,30*30*30cm including cost and conveyance of all materials all
labour charges, fabricating etc complete. | - | no | - | - |
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