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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY JALEEL JABBAR | |
| 2 | L2₹8.0 L+₹52,190.50 (7.00%)Rejected-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY JALEEL JABBAR | |
| 3 | Rejected-Technical LID AND EW SECTION VELLIYAMATTOM GP RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L2 | BHARATH ENGINEERING SERVICE L3 | JALEEL JABBAR L1 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 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. | 423 | sqm | 15 ₹6,345 | 20 ₹8,460 | 14.08 ₹5,955.84 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 35.1 | cum | 2,400 ₹84,240 | 2,500 ₹87,750 | 2,185 ₹76,693.5 Lowest |
| 1.00 | OD247804/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm (M40 GRADE) as per drawings and Technical Specification Clause 1504. | 468 | sqm | 1,165 ₹5,45,220 | 1,202 ₹5,62,536 | 1,077 ₹5,04,036 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 18.71 | cum | 8,500 ₹1,59,018 | 10,000 ₹1,87,080 | 8,407 ₹1,57,278.16 Lowest |
| 1.00 | OD230616/2025-2026:Providing good quality granite name board with lettering including all cost of conveyance
labour charges etc complete | 1 | each | 3,100 ₹3,100 | 3,000 ₹3,000 | 1,769 ₹1,769 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
7 Feb 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan IDP 2025 26 EDAVETTY GP MARTHOMA MURALIKAVALA ROAD MAINTENANCE REACH 2 447 26 General Civil Work
2026_LSGD_831760_5
14/ T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
Item Rate
240 days
EDAVETTY GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,186
Yes
22 Apr 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
30 Jan 2026 - 7 Feb 2026
Road Maintenance
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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD247804/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm (M40 GRADE) as per drawings and Technical Specification Clause 1504.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD230616/2025-2026:Providing good quality granite name board with lettering including all cost of conveyance labour charges etc complete
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