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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC Accepted Vide Resolution No.8(1) Dated.19.05.2026 |
| 2 | L2₹2.6 L+₹6,189.12 (2.43%)Rejected-Finance | ₹2.6 L+₹6,189.12 (2.43%) | L2 | Rejected-Finance Second Bidder. Kept in Abeyance till the execution of Agreement by the First Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Highest Qtd Rate |
| Sl No | Description | Qty | Unit | RAMESH KUMAR T G L1 | KRISHNA DASAN C K L2 | sirly jose L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 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. | 133.05 | sqm | 16.01 ₹2,130.13 Lowest | 20 ₹2,661 | 40 ₹5,322 |
| 1.00 | OD511000/2025-2026:Modified Data (DAR.2.28.1)-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 | 53.22 | 1 sqm | 36.75 ₹1,955.84 Lowest | 40 ₹2,128.8 | 80 ₹4,257.6 |
| 1.00 | 4.1.A.1: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 6.32 | cum | 3,337.88 ₹21,095.4 Lowest | 3,500 ₹22,120 | 3,800 ₹24,016 |
| 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) | 23.95 | cum | 9,563.75 ₹2,29,051.81 Lowest | 9,750 ₹2,33,512.5 | 9,900 ₹2,37,105 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
12 Mar 2026, 6:00 pmClosed
Muhsin Munavar-PK
The Assistant Engineer LIDEW Section Kongad Grama Panchayath
Parasseri-Vadasseri Road Maintenance-Ward No-7-Pro-No-340-26
2026_LSGD_843830_1
ET-09-07/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
Kongad Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,356
Yes
25 Aug 2026
4 Mar 2026
16 Mar 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD511000/2025-2026:Modified Data (DAR.2.28.1)-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 | 1 | 1 sqm | - | - |
| 1.003 | 4.1.A.1: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
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