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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-AOC | ₹13.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.0 L+₹81,683.47 (6.19%)Rejected-AOC | ₹14.0 L+₹81,683.47 (6.19%) | L2 | Rejected-AOC L2 |
| 3 | L3₹14.3 L+₹1.1 L (8.65%)Rejected-AOC | ₹14.3 L+₹1.1 L (8.65%) | L3 | Rejected-AOC L3 |
| 4 | L4₹15.2 L+₹2.0 L (14.9%)Rejected-AOC | ₹15.2 L+₹2.0 L (14.9%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | SANEED RAFI C K L3 | WILLINGDON SAMUEL L1 | LATHEEF M L2 | MILITARIZE CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00Stand 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. | 471.98 | sqm | 12.44 ₹5,871.43 | 11.45 ₹5,404.17 Lowest | 12.16 ₹5,739.28 | 13.16 ₹6,211.26 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 94.4 | cum | 53.32 ₹5,033.19 | 49.08 ₹4,632.96 Lowest | 52.12 ₹4,919.92 | 56.41 ₹5,324.88 |
| 1.00 | OD26385/2026-2027:(OD from MoRD 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 47.2 | cum | 2,567.6 ₹1,21,185.58 | 2,363.28 ₹1,11,542.09 Lowest | 2,509.56 ₹1,18,446.21 | 2,716.24 ₹1,28,201.1 |
| 1.00 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25 | 86.31 | cum | 8,056.19 ₹6,95,353.93 | 7,415.11 ₹6,40,020.39 Lowest | 7,874.09 ₹6,79,636.33 | 8,522.57 ₹7,35,608.58 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 7.77 | tonne | 78,048.67 ₹6,06,282.07 | 71,837.82 ₹5,58,036.19 Lowest | 76,284.44 ₹5,92,577.53 | 82,566.91 ₹6,41,379.76 |
Tender Value
₹16.9 L
EMD Value
₹42,367
Closing Date
27 Jun 2026, 10:00 amClosed
ASSISTANT ENGINEER
AE OFFICE EDAKKARA LID EW
Annual Plan 2026 27 Edakkara GP Proj No 140 27 Improvement of Edakkara Bus stand road
2026_LSGD_855994_6
01/AE/LIDEW/WDK/26-27
Open Tender
Civil Works - Roads
Item Rate
90 days
EDAKKARA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,367
Yes
20 Jul 2026
17 Jun 2026
29 Jun 2026
17 Jun 2026
27 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Stand renovation | |||||
| 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 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 0.4 | cum | - | - |
| 1.003 | OD26385/2026-2027:(OD from MoRD 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.004 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25 | 0.2 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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