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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41,879.63Admitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹42,412.50+₹532.87 (1.27%)Admitted-Fee/PreQual/Technical/Finance NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANILKUMAR.A.G L2 | DEEPU SASIDHARAN L1 |
|---|---|---|---|---|---|
| 1.00Side concreting | |||||
| 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 | 4.35 | cum | 450 ₹1,957.5 | 441.5 ₹1,920.53 Lowest |
| 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) | 4.35 | cum | 9,300 ₹40,455 | 9,186 ₹39,959.1 Lowest |
Tender Value
₹41,883
EMD Value
₹1,047
Closing Date
13 Oct 2026, 6:00 pmClosed
AE LID EW
AE LID EW
271/PVK/26-27-Minicolony Road Side concreting ward 6
2026_LSGD_875369_1
05-10/AE/LSGD/PVK/26-27
Open Tender
Civil Works - Roads
Item Rate
PUTHENVELIKKARA
Please refer Tender documents.
10 documents required · 10 mandatory
₹335
Yes
₹1,047
Yes
16 Oct 2026
5 Oct 2026
15 Oct 2026
5 Oct 2026
13 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side concreting | |||||
| 1.001 | 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 | 4.35 | cum | - | - |
| 1.002 | 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) | 4.35 | cum | - | - |
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