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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-Finance NEDUMKANDAM GP | WAYANAD | KERALA | 670644 | 1 | Accepted-Finance l1 | |
| 2 | 2₹1.7 L−₹2.2 L (56.3%)Accepted-Finance | 2 | Accepted-Finance l2 | |
| 3 | 3₹1.7 L−₹2.2 L (56.3%)Accepted-Finance NADAPURAM GRAMA PANCHAYAT POST KALLACHI 673 506 | KOZHIKODE | KERALA | 673506 | 3 | Accepted-Finance l4 | |
| 4 | 4₹1.8 L−₹2.1 L (54.3%)Accepted-Finance | 4 | Accepted-Finance l3 |
| Sl No | Description | Qty | Unit | V P CONSTRUCTION L1 | Noby George L3 | HARIKRISHNAN L2 | K G VIDYADHARAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 17.32 | cum | 150 ₹2,598.75 Lowest | 250 ₹4,331.25 | 205 ₹3,551.63 | 300 ₹5,197.5 |
| 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) | 17.32 | cum | 8,800 ₹1,52,460 Lowest | 9,500 ₹1,64,587.5 | 9,500 ₹1,64,587.5 | 9,850 ₹1,70,651.25 |
Tender Value
₹1.7 L
EMD Value
₹4,231
Closing Date
29 Aug 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION NEDUMKANDAM
Kalayilpadi - Mettakil Road
2026_LSGD_865997_6
05/AE/LID AND EW/NDKM/T/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
NEDUMKANDAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
₹4,231
5 Sept 2026
19 Aug 2026
31 Aug 2026
19 Aug 2026
29 Aug 2026
19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1 | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
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