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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.5 L+₹1,254 (0.28%)Rejected-Finance | L2 | Rejected-Finance l2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 464107.18 | |
| 4 | Rejected-Technical | - | Rejected-Technical 453902.29 | |
| 5 | Rejected-Technical KUNNUMMAL HOUSE CHUZHALI MOONNIYOOR SOUTH PO 676311 | MALAPPURAM | KERALA | 676311 | - | Rejected-Technical 463306.63 |
| Sl No | Description | Qty | Unit | HYDROS L5 | INSHAF MOHAMMED SHUHAIB L7 | UTECHCONSTRUCTIONS LLP L3 | ARUN.N L6 | ISMAIL K L1 | Baseel Latheef N K L2 | BRICO CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00INTER LOCK | ||||||||||
| 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. | 364.5 | sqm | 13.4 ₹4,884.3 | 14.06 ₹5,124.87 | 14 ₹5,103 | 12.83 ₹4,676.54 Lowest | 13 ₹4,738.5 | 14.7 ₹5,358.15 | 13.15 ₹4,793.18 |
| 1.00 | OD25648/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 36.45 | cum | 2,811 ₹1,02,460.95 | 2,944.68 ₹1,07,333.59 | 2,550 ₹92,947.5 Lowest | 2,800.41 ₹1,02,074.94 | 2,743 ₹99,982.35 | 2,650 ₹96,592.5 | 2,753.95 ₹1,00,381.48 |
| 1.00 | OD25641/2026-2027:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 364.5 | sqm | 906 ₹3,30,237 | 948.98 ₹3,45,903.21 | 900 ₹3,28,050 | 910.1 ₹3,31,731.45 | 882 ₹3,21,489 Lowest | 890 ₹3,24,405 | 887.49 ₹3,23,490.11 |
| 1.00 | OD25654/2026-2027:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4)(without form work) | 3.14 | cum | 7,717 ₹24,231.38 | 8,083.41 ₹25,381.91 | 7,500 ₹23,550 Lowest | 7,686.7 ₹24,136.24 | 7,670 ₹24,083.8 | 7,800 ₹24,492 | 7,559.72 ₹23,737.52 |
| 1.00 | OD25661/2026-2027:Providing and fixing granite of any color and shade for nameboard of required size laid over the base of CM 1:4(1 cement 4 coarse sand)including lettering and fixing all charges etc. complete. | 1 | each | 1,493 ₹1,493 | 1,564.68 ₹1,564.68 | 3,500 ₹3,500 | 1,488.01 ₹1,488.01 | 1,000 ₹1,000 Lowest | 1,700 ₹1,700 | 1,500 ₹1,500 |
Tender Value
Refer Docs
EMD Value
₹12,678
Closing Date
27 Jun 2026, 5:00 pmClosed
AE
AE Office
Tirurangadi Municipality Darsana akaram road interlocking in Ward 7-so 59-27-General Civil Work
2026_LSGD_856414_1
TEND/01/AE/TGI/2026-27
Open Tender
Civil Works - Roads
Item Wise
TIRURANGADI
Please refer Tender documents.
1 document required · 1 mandatory
₹1,120
Yes
₹12,678
Yes
20 Jul 2026
18 Jun 2026
29 Jun 2026
18 Jun 2026
27 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTER LOCK | |||||
| 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. | - | sqm | - | - |
| 1.002 | OD25648/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD25641/2026-2027:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | - | sqm | - | - |
| 1.004 | OD25654/2026-2027:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4)(without form work) | - | cum | - | - |
| 1.005 | OD25661/2026-2027:Providing and fixing granite of any color and shade for nameboard of required size laid over the base of CM 1:4(1 cement 4 coarse sand)including lettering and fixing all charges etc. complete. | - | each | - | - |
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