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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.1 LAccepted-AOC 1002 SUB TREASURY PEERUMEDU | IDUKKI | KERALA | 685501 | ₹2.1 L | 1 | Accepted-AOC L1 |
| 2 | 2₹2.3 LRejected-AOC | ₹2.3 L | 2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Mobin.B L2 | T R MURALEEDHARAN NAIR L4 | SIVAN L3 | DESIGN TECH ENGINEERS AND CONTRACTORS L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||
| 1.00 | OD421894/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | 176.4 | sqm | 201.16 ₹35,484.62 | 260.8 ₹46,005.12 | 218.22 ₹38,494.01 | 16 ₹2,822.40 |
| 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) | 26.46 | cum | 7,229.24 ₹1.9 L | 9,372.48 ₹2.5 L | 7,842.28 ₹2.1 L | 8,008 ₹2.1 L |
Tender Value
₹3 L
EMD Value
₹6,354
Closing Date
3 Mar 2026, 12:00 pmClosed
Assistant Engineer
Oo Assistant Engineer LIDEW Section Kumily GP
33/26-PALLIMEDA ROAD CONCRETE Retender
2026_LSGD_829034_30
5/AE/LSGD/KLY/25-26
Open Tender
Civil Works - Roads
180 days
Kumily
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,354
Yes
10 Apr 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
23 Feb 2026 - 3 Mar 2026
OD421894/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means Modified MORTH Item No. 3.15
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)
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