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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.2 L+₹258.30 (0.21%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MANU MATHEW L2 | Joseph Scaria L1 |
|---|---|---|---|---|---|
| 1.00road concreting | |||||
| 1.00 | OD141538/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding
15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m | 86.1 | sqm | 35 ₹3,013.5 Lowest | 35 ₹3,013.5 Lowest |
| 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) | 12.91 | cum | 9,120 ₹1,17,784.8 | 9,100 ₹1,17,526.5 Lowest |
Tender Value
₹1.3 L
EMD Value
₹3,165
Closing Date
8 Sept 2026, 11:00 amClosed
SHEENAMOL P B
ASSISTANT ENGINEER,NEDUMKUNNAM GP LIDEW
NDKM/66/26/27 DF/OWN Vavolikkal Vyakkuzha road concreting in ward No.7 in Nedumkunnam GP
2026_LSGD_866901_5
01/2026/27/AE/LIDEW/NDKM
Open Tender
Civil Works - Roads
Item Rate
180 days
NEDUMKUNNAM GP
NDKM/66/26/27 DF/OWN Vavolikkal Vyakkuzha road concreting in ward No.7 in Nedumkunnam GP
7 documents required · 7 mandatory
₹555
₹3,165
22 Sept 2026
1 Sept 2026
9 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
1 Sept 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concreting | |||||
| 1.001 | OD141538/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding
15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m | 1 | sqm | - | - |
| 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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