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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.9 L+₹4,236 (1.09%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical FOUZIYA MANZIL ROSAPOOKANDOM KUMILY | IDUKKI | KERALA | 685501 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SIVAN L4 | T R MURALEEDHARAN NAIR L1 | Fazil Latheef L3 | SANTHICORE PROJECTS L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 1.00 | OD71978/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | 287 | sqm | 6.16 ₹1,767.92 | 5.67 ₹1,627.29 Lowest | 6.09 ₹1,747.83 | 5.73 ₹1,644.51 |
| 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. | 21.39 | cum | 2,484.07 ₹53,144.19 | 2,285.34 ₹48,892.56 Lowest | 2,459.22 ₹52,612.55 | 2,310.18 ₹49,423.99 |
| 1.00 | OD71979/2026-2027:Interlocking concrete Block Pavment Paving and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and Technical specifications clause 504 | 286.65 | sqm | 1,079.57 ₹3,09,458.74 | 993.2 ₹2,84,700.78 Lowest | 1,068.77 ₹3,06,362.92 | 1,004 ₹2,87,796.6 |
| 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) | 5.9 | cum | 9,554.21 ₹56,408.06 | 8,789.87 ₹51,895.39 Lowest | 9,458.66 ₹55,843.93 | 8,885.42 ₹52,459.52 |
| 1.00 | OD71980/2026-2027:Granite name board | 1 | each | 2,772.72 ₹2,772.72 | 2,550.9 ₹2,550.9 Lowest | 2,744.99 ₹2,744.99 | 2,578.62 ₹2,578.62 |
Tender Value
₹5 L
EMD Value
₹10,589
Closing Date
2 Jul 2026, 3:00 pmClosed
Assistant Engineer
Oo Assistant Engineer, LID EW, LSGD, Kumily
Amalambika road maintanance ward 13 Pro.No 126/27
2026_LSGD_857030_9
T2/4111659-2026
Open Tender
Civil Works - Roads
Item Rate
Kumily GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹935
Yes
₹10,589
Yes
24 Sept 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
2 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD71978/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | - | sqm | - | - |
| 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. | 1 | cum | - | - |
| 1.003 | OD71979/2026-2027:Interlocking concrete Block Pavment Paving and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and Technical specifications clause 504 | 1 | 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) | - | cum | - | - |
| 1.005 | OD71980/2026-2027:Granite name board | - | each | - | - |
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