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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.8 L+₹7,470.82 (1.98%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.9 L+₹10,349.42 (2.74%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.2 L+₹45,717.38 (12.1%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.3 L+₹54,179.75 (14.4%)Admitted-Fee/PreQual/Technical/Finance POTHUKAL PO MALAPPURAM KERALA | MALAPPURAM | KERALA | 679334 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KAMARUDDEEN L4 | ABDUL LATHEEF AK L2 | SADIQUE RAHMAN L1 | ABDURAHIMAN L5 | Noushar pp L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTANANCE | ||||||||
| 1.00 | OD216169/2026-2027:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer. ( Modified from DAR 10.26.1 ) M.S. tube | 398.52 | kg | 187.7 ₹74,801.45 | 175 ₹69,740.3 | 120 ₹47,821.92 Lowest | 191.45 ₹76,295.89 | 190 ₹75,718.04 |
| 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. | 208.8 | sqm | 14.69 ₹3,067.27 | 9.88 ₹2,062.94 Lowest | 14 ₹2,923.2 | 14.98 ₹3,127.82 | 40 ₹8,352 |
| 1.00 | OD216238/2026-2027: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 | 36.54 | cum | 944 ₹34,493.76 | 880 ₹32,155.2 | 850 ₹31,059 Lowest | 962.88 ₹35,183.64 | 950 ₹34,713 |
| 1.00 | OD221756/2026-2027: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.(Modified from 4.11.2) | 10.44 | cum | 168.56 ₹1,759.77 Lowest | 2,000 ₹20,880 | 2,000 ₹20,880 | 171.93 ₹1,794.95 | 2,000 ₹20,880 |
| 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. | 10.44 | cum | 2,283.31 ₹23,837.76 | 1,900 ₹19,836 Lowest | 2,000 ₹20,880 | 2,328.98 ₹24,314.55 | 2,000 ₹20,880 |
| 1.01 | 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) | 32.48 | cum | 8,784.48 ₹2,85,275.99 | 7,400 ₹2,40,315 | 7,820 ₹2,53,954.5 | 8,960.17 ₹2,90,981.52 | 7,000 ₹2,27,325 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
12 Oct 2026, 5:00 pmClosed
AE, LSGD, KODUVALLY MUNCIPALITY,
O/O AE, LSGD, KODUVALLY MUNCIPALITY,
Please refer Tender documents.
2026_LSGD_864463_1
KDLYMCP/LSGD/AE/ET05(16)/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
Koduvally
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,581
Yes
13 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTANANCE | |||||
| 1.001 | OD216169/2026-2027:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer. ( Modified from DAR 10.26.1 ) M.S. tube | 398.52 | kg | - | - |
| 1.002 | 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. | 208.8 | sqm | - | - |
| 1.003 | OD216238/2026-2027: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 | 36.54 | cum | - | - |
| 1.004 | OD221756/2026-2027: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.(Modified from 4.11.2) | 10.44 | cum | - | - |
| 1.005 | 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. | 10.44 | cum | - | - |
| 1.006 | 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) | 32.48 | cum | - | - |
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