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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹1.6 LRejected-AOC | ₹1.6 L | L2 | Rejected-AOC HIGH RATE |
| Sl No | Description | Qty | Unit | ANIL KUMAR M L1 | B IBRAHIM L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 24.6 | cum | 57.86 ₹1,423.36 | 60 ₹1,476 |
| 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) | 18.45 | cum | 8,071.21 ₹1.5 L | 8,500 ₹1.6 L |
Tender Value
₹1.7 L
EMD Value
₹3,273
Closing Date
10 Feb 2026, 4:10 pmClosed
REESHNA VENU
LID EW SECTION MULIYAR
Annual Plan-MULIYAR GP BALANADUKKAM BELUTHAMOOLA SC COLONY ROAD CONCRETE IN WARD 4-PROJECT NO 361/25-26
2026_LSGD_832985_16
072526 AE/LID EW/MLR
Open Tender
Civil Works - Roads
180 days
MULIYAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,273
Yes
16 Apr 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
ROAD CONCRETE
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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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