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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.4 L+₹10,967.04 (8.73%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.4 L+₹13,648.77 (10.9%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.5 L+₹20,014.04 (15.9%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DINSHAD L1 | OMASSERY LABOUR CONTRACT SOCIETY L4 | MUHAMMED SINAN P T L2 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L3 |
|---|---|---|---|---|---|---|---|
| 1.00concrete | |||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 26.55 | cum | 46.5 ₹1,234.58 Lowest | 54.27 ₹1,440.87 | 50.9 ₹1,351.4 | 51.9 ₹1,377.95 |
| 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. | 10.62 | cum | 1,650 ₹17,523 Lowest | 1,965.92 ₹20,878.07 | 1,843.8 ₹19,581.16 | 1,880 ₹19,965.6 |
| 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) | 15.93 | cum | 6,550 ₹1,04,341.5 Lowest | 7,563.44 ₹1,20,485.6 | 7,093.5 ₹1,12,999.46 | 7,232.8 ₹1,15,218.5 |
| 1.00 | OD125868/2026-2027:SUPPLYINGAND FIXING SHILAPALAKAM WITH GRANITE STONE SIZE800X600MMOR NEAREST SIZE ONPREPARE WITH WALLMALAYALA LETTERS OF SPECIFIED SIZ E HARD STONE | 1 | each | 2,500 ₹2,500 Lowest | 2,808.58 ₹2,808.58 | 2,634.1 ₹2,634.1 | 2,685.8 ₹2,685.8 |
Tender Value
₹1.7 L
EMD Value
₹4,228
Closing Date
17 Sept 2026, 6:00 pmClosed
SAFEEDA NP
Office of AE, LID - EW, Mukkam municipality
ANNUAL PLAN - PROJECT NUMBER 153/2026-27 MANGAPOYIL MUPPATTAKUNNUMMAL ROAD CONCRETE - MUKKAM MUNICIPALITY
2026_LSGD_868634_26
3/2026-27/AE/LIDEW/MKM
Open Tender
Civil Works - Roads
Item Rate
180 days
Mukkam municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,228
Yes
26 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 26.55 | cum | - | - |
| 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. (ii) Using Gravel mix soil. | 10.62 | 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) | 15.93 | cum | - | - |
| 1.004 | OD125868/2026-2027:SUPPLYINGAND FIXING SHILAPALAKAM WITH GRANITE STONE SIZE800X600MMOR NEAREST SIZE ONPREPARE WITH WALLMALAYALA LETTERS OF SPECIFIED SIZ E HARD STONE | 1 | each | - | - |
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