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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.9 LAccepted-AOC | l1 | Accepted-AOC lowest | |
| 2 | l2₹2.0 L+₹9,639 (5.15%)Rejected-AOC | l2 | Rejected-AOC not lowest | |
| 3 | l3₹2.0 L+₹11,799 (6.31%)Rejected-AOC | l3 | Rejected-AOC not lowest |
| Sl No | Description | Qty | Unit | BINU.K.GEORGE L1 | ALVIN VALSALAN L2 | BABY JOSEPH L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | OD155081/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 180 | sqm | 22.9 ₹4,122 Lowest | 25 ₹4,500 | 25 ₹4,500 |
| 1.00 | OD151226/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 WITHOUT FORM WORK(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) | 27 | cum | 6,777 ₹1,82,979 Lowest | 7,120 ₹1,92,240 | 7,200 ₹1,94,400 |
Tender Value
₹2.5 L
EMD Value
₹6,348
Closing Date
18 Sept 2026, 2:00 pmClosed
AE
AE
Proj No. 48/26-27-Ward 9 Nadukani Pottanmudi Road Maintenance Keerampara Gp
2026_LSGD_868068_1
ET1-7/AE/LSGD/KEPA/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Keerampara Gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,348
Yes
9 Oct 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
7 Sept 2026 - 18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD155081/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 180 | sqm | - | - |
| 1.002 | OD151226/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 WITHOUT FORM WORK(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) | 27 | cum | - | - |
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