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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹41,745.38Accepted-AOC | ₹41,745.38 | 1 | Accepted-AOC 1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical REJECT |
| Sl No | Description | Qty | Unit | Aboobacker L1 | M.Abdul Hameed L2 |
|---|---|---|---|---|---|
| 1.00Road Renovation Works | |||||
| 1.00 | OD364737/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | 28.5 | sqm | 33 ₹940.5 Lowest | 40 ₹1,140 |
| 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) | 4.28 | cum | 9,545 ₹40,804.88 Lowest | 10,000 ₹42,750 |
Tender Value
₹41,932
EMD Value
₹1,048
Closing Date
14 May 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID-EW Section, Alanallur Grama Panchayat
Annual Plan-Alanallur Grama Panchayath 2025-26 Project No. 354-26 Ponpara Chooli Road Naveekaranam -In Ward No 2-General Civil Work
2026_LSGD_849245_9
01/2026-27/AE/LID-EW/ALNLR
Open Tender
Civil Works - Water Works
Item Rate
Office of the Assistant Engineer, LID-EW Section
Please refer Tender documents.
10 documents required · 10 mandatory
₹335
Yes
₹1,048
Yes
26 Jun 2026
6 May 2026
16 May 2026
6 May 2026
14 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation Works | |||||
| 1.001 | OD364737/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | - | 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) | - | cum | - | - |
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