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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | PAULKANNANTHANAM L3 | Michle vp L4 | SHOJI A J L1 | JUSTIN BABU L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road maintanance | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 168 | sqm | 13.93 ₹2,340.24 | 15 ₹2,520 | 12.92 ₹2,170.56 Lowest | 13.36 ₹2,244.48 |
| 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) | 71.7 | cum | 8,328.11 ₹5,97,125.49 | 9,100 ₹6,52,470 | 7,718.27 ₹5,53,399.96 Lowest | 7,979.99 ₹5,72,165.28 |
Tender Value
₹6.4 L
EMD Value
₹16,063
Closing Date
27 Feb 2026, 5:00 pmClosed
AE
OFFICE OF THE AE
KELAKAM GRAMAPANCHAYATH 2025 26 KANICHAR RANDAM PALAM PALLIKKUNNU PROJECT NO 306
2026_LSGD_838004_11
AE/LID/2026/5
Open Tender
Civil Works - Roads
Item Rate
180 days
KELAKAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,420
Yes
₹16,063
Yes
27 Jun 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
Road maintanance
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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)
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fin_eval.pdf
aoc.pdf
finance_1411879.pdf
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1.pdf
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BOQ_1411879.xls
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