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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | L1 | Accepted-AOC lower rate | |
| 2 | Rejected-Technical | - | Rejected-Technical HIGHER RATE | |
| 3 | Rejected-Technical | - | Rejected-Technical HIGHER RATE | |
| 4 | Rejected-Technical KANDATHIL HOUSE CHERUVATHUR KASARGOD KERALA | CHERUVATHUR | KASARGOD | KERALA | - | Rejected-Technical HIGHER RATE |
| Sl No | Description | Qty | Unit | UMMER M A L3 | RAJAN M K L4 | SAINUDEEN A K L1 | STANY EDAPPALA SUNDARAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00IRISH DRAIN | |||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 17.6 | cum | 424.28 ₹7,467.33 | 432 ₹7,603.2 | 381.85 ₹6,720.56 Lowest | 397.79 ₹7,001.1 |
| 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) | 23.76 | cum | 8,828.44 ₹2,09,763.73 | 9,002 ₹2,13,887.52 | 7,945.6 ₹1,88,787.46 Lowest | 8,277.24 ₹1,96,667.22 |
Tender Value
₹2.3 L
EMD Value
₹5,651
Closing Date
4 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MULLURKKARA
Annual Plan-2025-26 Mullurkkara G P-235/26-VADAVARAMBU PALIYAMPARAMBU ROAD DRAINAGE CONSTRUCTION-General Civil Work
2026_LSGD_839821_2
ET7/25-26/AE/LSGD/MLK
Open Tender
Civil Works - Canal
Item Rate
120 days
MULLURKKARA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹5,651
Yes
13 Apr 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
IRISH DRAIN
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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)
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1415398.pdf
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BOQ_1415398.xls
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Tender Documents • 1.81 MB
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