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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-AOC ADUKKATTU HOUSE THIMIRI PO | KERALA | ₹3.8 L | 1 | Accepted-AOC lowest |
| 2 | 2₹4.0 LRejected-Finance KERALA KL | MALAPPURAM | KERALA | 670612 | ₹4.0 L | 2 | Rejected-Finance second |
| 3 | 3₹4.1 LRejected-Finance KERALA KL | IDUKKI | KERALA | 685533 | ₹4.1 L | 3 | Rejected-Finance third |
| Sl No | Description | Qty | Unit | A K REJEESH L1 | NIZAR MV L3 | RAJESH KUTTIYATTU VEETTIL L2 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 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. | 75.15 | cum | 61.11 ₹4,592.42 | 65 ₹4,884.75 | 62 ₹4,659.3 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 18.79 | cum | 2,914.31 ₹54,754.06 | 3,106 ₹58,355.53 | 3,080 ₹57,867.04 |
| 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) | 37.58 | cum | 8,391.48 ₹3,15,309.86 | 8,926 ₹3,35,394.45 | 8,684 ₹3,26,301.3 |
| 1.00 | OD430256/2025-2026: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 | 3,385.79 ₹3,385.79 | 3,500 ₹3,500 | 3,500 ₹3,500 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 12.15 | cum | 387.32 ₹4,705.94 | 609 ₹7,399.35 | 587 ₹7,132.05 |
Tender Value
Refer Docs
EMD Value
₹10,178
Closing Date
2 Mar 2026, 10:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Chengalayi Grama Panchayath
Chuzhali Koppalam Kandambeth Road Concrete in Chengalayi GP
2026_LSGD_839245_3
AE/CHLY/04/25-26
Open Tender
Civil Works - Roads
240 days
Chengalayi
Please refer Tender documents.
9 documents required · 9 mandatory
₹900
Yes
₹10,178
Yes
3 Jul 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 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. | - | cum | - | - |
| 1.002 | 4.1.A.2: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. (ii) For Grading II Material | - | 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 | OD430256/2025-2026: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 | - | - |
| 1.005 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
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