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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.3 LAccepted-AOC | ₹1.3 L | l1 | Accepted-AOC l1 |
| 2 | l2₹1.3 L+₹2,001.50 (1.55%)Rejected-Finance | ₹1.3 L+₹2,001.50 (1.55%) | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | ALI L1 | RAMESH BABU M-WORKS CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring and Tarring | |||||
| 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. | 104.43 | sqm | 11.27 ₹1,176.93 Lowest | 11.44 ₹1,194.68 |
| 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 | 1,749.03 ₹18,265.12 Lowest | 1,776.11 ₹18,547.92 |
| 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) | 15.66 | cum | 6,733.83 ₹1,05,485.45 Lowest | 6,838.08 ₹1,07,118.52 |
| 1.00 | OD517470/2025-2026:(Modified DSR Code :51.2.3)Filling with Quarry Muck: Filling up low lying and water logged
areas with local material/ quarry muck, spreading in layers, leveling the top at site a and consolidation by ramming, etc complete for improving the CBR value of subgrade | 3.61 | cum | 667.16 ₹2,409.11 Lowest | 677.49 ₹2,446.42 |
| 1.00 | OD517344/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete | 1 | no | 1,974.47 ₹1,974.47 Lowest | 2,005.04 ₹2,005.04 |
Tender Value
₹1.8 L
EMD Value
₹4,591
Closing Date
29 May 2026, 11:00 amClosed
asst engr
asst engr
Muthuthala Grama Panchayat Vadakkumuri jumamasjid road rennovation
2026_LSGD_851413_1
Muthuthala Grama Panchayat Vadakkumuri jumamasjid road rennovation
Open Tender
Civil Works - Roads
Item Rate
180 days
muthuthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,591
Yes
11 Aug 2026
19 May 2026
30 May 2026
19 May 2026
29 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Retarring and Tarring | |||||
| 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. | - | 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 | 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) | 1 | cum | - | - |
| 1.004 | OD517470/2025-2026:(Modified DSR Code :51.2.3)Filling with Quarry Muck: Filling up low lying and water logged
areas with local material/ quarry muck, spreading in layers, leveling the top at site a and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.005 | OD517344/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete | - | no | - | - |
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