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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹8,983.59 (2.29%)Rejected-AOC NEKKATH HOUSE ACHANAMBALAM KANNAMANGALAM P O MALAPPURAM 676304 | MALAPPURAM | MALAPPURAM | KERALA | 676304 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical KUNNUMMAL HOUSE CHUZHALI MOONNIYOOR SOUTH PO 676311 | MALAPPURAM | KERALA | 676311 | - | Rejected-Technical 407492.22 | |
| 4 | Rejected-Technical | - | Rejected-Technical 414680.67 | |
| 5 | Rejected-Technical ANGANVADI ROAD RE CONCRETING GENERAL CIVIL WORK RETENDER | - | Rejected-Technical 446141.92 |
| Sl No | Description | Qty | Unit | FAIZAL P K L1 | HYDROS L3 | ABDUL AZEEZ.P L2 | INSHAF MOHAMMED SHUHAIB L4 | JABIRJASEEM L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||||
| 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. | 318 | sqm | 11.36 ₹3,612.48 Lowest | 11.8 ₹3,752.4 | 11.62 ₹3,695.16 | 12.02 ₹3,822.36 | 12.94 ₹4,114.92 |
| 1.00 | OD18680/2026-2027: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 | 31.8 | cum | 2,378.55 ₹75,637.89 Lowest | 2,472.9 ₹78,638.22 | 2,400 ₹76,320 | 2,514.02 ₹79,945.84 | 2,707 ₹86,082.6 |
| 1.00 | OD18685/2026-2027: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) | 47.7 | cum | 6,529.24 ₹3,11,444.75 Lowest | 6,788 ₹3,23,787.6 | 6,679.59 ₹3,18,616.44 | 6,909.33 ₹3,29,575.04 | 7,432 ₹3,54,506.4 |
| 1.00 | OD18684/2026-2027: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 | 1,264.4 ₹1,264.4 Lowest | 1,314 ₹1,314 | 2,311.51 ₹2,311.51 | 1,337.43 ₹1,337.43 | 1,438 ₹1,438 |
Tender Value
Refer Docs
EMD Value
₹12,677
Closing Date
27 Jun 2026, 5:00 pmClosed
AE
AE office
Tirurangadi Municipality Parappuram Kakkunnathpaara idavazhikkadavu Road renovation in ward 5 -so42/27-General Civil Work
2026_LSGD_856414_5
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
₹12,677
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 |
|---|---|---|---|---|---|
| 1Concreting | |||||
| 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 | OD18680/2026-2027: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 | OD18685/2026-2027: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 | - | - |
| 1.004 | OD18684/2026-2027: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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