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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance NOT SPECIFIED | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.2 L+₹7,413.82 (1.78%)Admitted-Fee/PreQual/Technical/Finance UKKARANPARAMABATH PALERI VILLAGE KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VVASEES L1 | HAMEED L2 |
|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | |||||
| 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. | 234 | sqm | 14.48 ₹3,388.32 Lowest | 14.7 ₹3,439.8 |
| 1.00 | OD455687/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 87.75 | cum | 927 ₹81,344.25 Lowest | 944.2 ₹82,853.55 |
| 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. | 11.7 | cum | 2,250 ₹26,325 Lowest | 2,283.3 ₹26,714.61 |
| 1.00 | OD455214/2025-2026: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. &lt;br&gt;(ii) Using Scarified Material. | 11.7 | cum | 183 ₹2,141.1 Lowest | 186.52 ₹2,182.28 |
| 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) | 35.1 | cum | 8,630 ₹3,02,913 Lowest | 8,784.48 ₹3,08,335.25 |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
24 Sept 2026, 2:00 pmClosed
ASSISTANT ENGINEER THIRUVALLUR GP
OFFICE OF THE ASSISTANT ENGINEER LID EW SECTION THIRUVALLUR GP 673541
Annual Plan-THIRUVALLUR GP-PROJECT NO 165/25-26 -Kavumkuni Colony road maintenance-IN WARD NO-10-General Civil Work
2026_LSGD_870040_1
03/AE/LIDEW/TGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVALLUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,588
Yes
26 Sept 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE ROAD | |||||
| 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. | 234 | sqm | - | - |
| 1.002 | OD455687/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 87.75 | cum | - | - |
| 1.003 | 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. | 11.7 | cum | - | - |
| 1.004 | OD455214/2025-2026: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. &lt;br&gt;(ii) Using Scarified Material. | 11.7 | cum | - | - |
| 1.005 | 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) | 35.1 | cum | - | - |
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