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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.8 LRejected-AOC | ₹3.8 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹4.1 LRejected-Finance | ₹4.1 L | L3 | Rejected-Finance High quoted rate |
| 4 | L4₹4.1 LRejected-Finance | ₹4.1 L | L4 | Rejected-Finance High quoted rate |
| 5 | L5₹4.4 LRejected-Finance | ₹4.4 L | L5 | Rejected-Finance High quoted rate |
| Sl No | Description | Qty | Unit | E.K.Abdulsalam L2 | MUSTHAFA T L3 | Sudheendran V L4 | K. BABURAJ L1 | SUNILKUMAR T L6 | RAMESH L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 311.92 | sqm | 11.66 ₹3,636.99 | 12.47 ₹3,889.64 | 12.49 ₹3,895.88 | 10.66 ₹3,325.07 | 13.6 ₹4,242.11 | 13.43 ₹4,189.09 |
| 1.00 | OD350977/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 | 23.39 | cum | 2,292.36 ₹53,627.47 | 2,449.5 ₹57,303.6 | 2,452.65 ₹57,377.29 | 2,093.86 ₹48,983.76 | 2,672.75 ₹62,526.31 | 2,638.17 ₹61,717.35 |
| 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) | 46.79 | cum | 6,971.97 ₹3,26,204.53 | 7,450.16 ₹3,48,578.09 | 7,459.73 ₹3,49,025.85 | 6,368.5 ₹2,97,969.38 | 8,129.18 ₹3,80,348.07 | 8,023.99 ₹3,75,426.44 |
Tender Value
₹5.3 L
EMD Value
₹13,151
Closing Date
30 Jan 2026, 3:00 pmClosed
Assistant Engineer
Assistant Engineer, LID EW Section, Karimpuzha Grama Panchayath
RENOVATION OF POMBRA PARAKKATTUKKUNNU ROAD WARD NO . 7-PROJECT NO. 92/26
2026_LSGD_829725_14
6/2025 26/AE/LID EW/KGP
Open Tender
Civil Works - Roads
KARIMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,160
Yes
₹13,151
Yes
4 Mar 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
ROAD CONCRETE
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD350977/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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)
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