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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹1.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L1ACCEPT |
| Sl No | Description | Qty | Unit | RITHU M.V L1 | KOZHIKODE HEADLOAD AND GENERAL WORKERS LABOUR CONTRACT CO-OP SOCIETY LTD L2 |
|---|---|---|---|---|---|
| 1.00foot path | |||||
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 19.32 | cum | 518.41 ₹10,015.68 Lowest | 600 ₹11,592 |
| 1.00 | OD321615/2025-2026: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, without roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 12.88 | cum | 2,491.77 ₹32,094 Lowest | 2,800 ₹36,064 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 19.32 | cum | 7,279.62 ₹1,40,642.26 Lowest | 8,300 ₹1,60,356 |
Tender Value
₹2.1 L
EMD Value
₹5,296
Closing Date
5 Feb 2026, 3:00 pmClosed
AE
LSGD CHELANNUR
ROADS
2025_LSGD_815474_2
AE/LSGD/CHNR/tender/62/2025-26
Open Tender
Civil Works - Roads
Item Rate
CHELANNUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹5,296
Yes
7 Jul 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1foot path | |||||
| 1.001 | 3.14:Construction of Subgrade and Earthen Shoulders 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 | - | - |
| 1.002 | OD321615/2025-2026: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, without roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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