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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.5 L+₹53,390.45 (10.7%)Admitted-Fee/PreQual/Technical/Finance NOT SPECIFIED | ₹5.5 L+₹53,390.45 (10.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.6 L+₹64,444.87 (12.9%)Admitted-Fee/PreQual/Technical/Finance | ₹5.6 L+₹64,444.87 (12.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.7 L+₹71,468.96 (14.4%)Admitted-Fee/PreQual/Technical/Finance NA | ₹5.7 L+₹71,468.96 (14.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M.P.Thufail L4 | VVASEES L2 | SAMEER K L3 | ASEEZ N L1 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | |||||||
| 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. | 372 | sqm | 20 ₹7,440 | 13.68 ₹5,088.96 | 135.85 ₹50,536.2 | 12.35 ₹4,594.2 Lowest |
| 1.00 | OD458941/2025-2026: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 | 54 | cum | 1,000 ₹54,000 | 872 ₹47,088 | 99.75 ₹5,386.5 Lowest | 793.2 ₹42,832.8 |
| 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. | 18.6 | cum | 2,000 ₹37,200 | 2,125 ₹39,525 | 14.07 ₹261.7 Lowest | 1,917.97 ₹35,674.24 |
| 1.00 | OD458939/2025-2026: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. | 18.6 | cum | 400 ₹7,440 | 176.05 ₹3,274.53 | 2,169.14 ₹40,346 | 156.12 ₹2,903.83 Lowest |
| 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) | 55.8 | cum | 8,300 ₹4,63,140 | 8,175 ₹4,56,165 | 8,345.26 ₹4,65,665.51 | 7,378.96 ₹4,11,745.97 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,814
Closing Date
16 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER THIRUVALLUR GP
O/O ASSISTANT ENGINEER THIRUVALLUR GP
Annual Plan-THIRUVALLUR GP-PROJECT NO 210/25-26 -Nidumbramanna league office road maintenance -IN WARD NO-09-General Civil Work
2026_LSGD_868023_1
02/AE/LIDEW/TGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVALLUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,814
Yes
18 Sept 2026
7 Sept 2026
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE ROAD | |||||
| 1.001 | 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. | 372 | sqm | - | - |
| 1.002 | OD458941/2025-2026: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 | 54 | 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. (ii) Using Gravel mix soil. | 18.6 | cum | - | - |
| 1.004 | OD458939/2025-2026: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. | 18.6 | 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) | 55.8 | cum | - | - |
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