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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹2.6 LRejected-AOC LSGD SECTION THAZHEKODE PERINTHALMANNA MALAPPURAM | MALAPPURAM | KERALA | 670612 | ₹2.6 L | L2 | Rejected-AOC HIRE RATE |
| Sl No | Description | Qty | Unit | K HUSSAIN L1 | Basheer K L2 |
|---|---|---|---|---|---|
| 1.00road concreting | |||||
| 1.00 | OD533371/2025-2026: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 in | 252 | sqm | 36.75 ₹9,261 | 40 ₹10,080 |
| 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) | 25.2 | cum | 9,563.75 ₹2.4 L | 9,700 ₹2.4 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 6.05 | cum | 650.34 ₹3,933.26 | 700 ₹4,233.60 |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
23 Mar 2026, 6:00 pmClosed
SARANYA T
LID AND EW SECTION THACHANATTUKARA GP
Annual Plan-332/25-26 Cheriyilpadi sanketham aylakkuzhi sanketham road Concreting, Thachanattukara GP
2026_LSGD_847100_13
06/2025-26/AE/LIDEW/TNKARA
Open Tender
Civil Works - Roads
180 days
THACHANATTUKARA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹565
Yes
₹6,355
Yes
5 Jun 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
road concreting
OD533371/2025-2026: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 in
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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