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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.9 L+₹12,152.10 (1.57%)Admitted-Fee/PreQual/Technical/Finance | ₹7.9 L+₹12,152.10 (1.57%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.0 L+₹22,018.55 (2.85%)Admitted-Fee/PreQual/Technical/Finance | ₹8.0 L+₹22,018.55 (2.85%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.0 L+₹25,533.62 (3.30%)Admitted-Fee/PreQual/Technical/Finance | ₹8.0 L+₹25,533.62 (3.30%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K N SASIDHARAN L3 | Devi Constructions L1 | M N RAJU L4 | VINOD KUMAR V C L2 |
|---|---|---|---|---|---|---|---|
| 1.00renovation of nerekadavu kaileppally road | |||||||
| 1.00 | OD43470/2026-2027:Filling with quarry muck
Filling up low lying and water logged areas with local material quarry muck, spreading in layers, levelling the top at site and consolidation by using 8-10 tonne power roller etc complete for improving the CBR value of subgrade | 56.64 | cum | 1,177.58 ₹66,698.13 | 1,144.98 ₹64,851.67 Lowest | 1,183.7 ₹67,044.77 | 1,150 ₹65,136 |
| 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. <br>(ii) Using Gravel mix soil. | 49.5 | cum | 2,332.54 ₹1,15,460.73 | 2,267.96 ₹1,12,264.02 | 2,344.5 ₹1,16,052.75 | 2,200 ₹1,08,900 Lowest |
| 1.00 | OD43469/2026-2027:Providing and laying of Interlock concrete block pavements having thickness 80mm
(M-30 grade) made by block making machine with strong vibratory compaction of
approved size, design & shape as per drawings and technical specification clause
1504 confirming to IS 15658 and laid in required colour and pattern over and
including 50 mm thick compacted bed of 6 mm metal excluding edge concreting. | 495 | sqm | 1,054.11 ₹5,21,784.45 | 1,024.92 ₹5,07,335.4 Lowest | 1,069 ₹5,29,155 | 1,050 ₹5,19,750 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 10.17 | cum | 8,971.4 ₹91,239.14 | 8,722.99 ₹88,712.81 | 8,500 ₹86,445 Lowest | 9,000 ₹91,530 |
Tender Value
₹8.5 L
EMD Value
₹21,171
Closing Date
13 Aug 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK-75/27- Velloor Division- Udayanapuram GP- Kaniyadam- SC Nagar- Infrastructure Development-General Civil Work
2026_LSGD_863774_7
2/2026-27/AEE/LID and EW
Open Tender
Civil Works - Others
Item Rate
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,171
Yes
15 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1renovation of nerekadavu kaileppally road | |||||
| 1.001 | OD43470/2026-2027:Filling with quarry muck
Filling up low lying and water logged areas with local material quarry muck, spreading in layers, levelling the top at site and consolidation by using 8-10 tonne power roller etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.002 | 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. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | OD43469/2026-2027:Providing and laying of Interlock concrete block pavements having thickness 80mm
(M-30 grade) made by block making machine with strong vibratory compaction of
approved size, design & shape as per drawings and technical specification clause
1504 confirming to IS 15658 and laid in required colour and pattern over and
including 50 mm thick compacted bed of 6 mm metal excluding edge concreting. | - | sqm | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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