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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.3 LRejected-AOC | ₹2.3 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | shihabudheen pp L1 | M SIVARAMAN L2 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 88.29 | sqm | 21 ₹1,854.05 | 14.42 ₹1,273.11 |
| 1.00 | OD203119/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material | 11.35 | cum | 2,000 ₹22,702 | 2,832.8 ₹32,155.11 |
| 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) | 22.7 | cum | 6,400 ₹1,45,299.2 | 8,615.98 ₹1,95,608.59 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
19 Aug 2025, 3:00 pmClosed
Assistant Engineer
AE LID EW Section
Renovation of Choalakurussi-Irakkingal Road
2025_LSGD_783474_1
01/AE/LSGD/KGP/2025-26
Open Tender
Civil Works - Roads
180 days
KarimpuzhaGP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,356
Yes
28 Feb 2026
8 Aug 2025
21 Aug 2025
8 Aug 2025
19 Aug 2025
8 Aug 2025
Amount
Road Renovation
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD203119/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material
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)
M SIVARAMAN (BID ID -2294224)
Bidder Name
shihabudheen pp
M SIVARAMAN
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