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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.1 L+₹3,690.91 (1.22%)Admitted-Fee/PreQual/Technical/Finance KAVANNUR GRAMA PANCHAYATH KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.1 L+₹12,655.63 (4.20%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.2 L+₹18,851.60 (6.25%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BENBO DEVELOPERS LLP L3 | SIDDIKH K.P L1 | M E FASALUL HAKH L2 | MISHAL CA L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE 1ST REACH | |||||||
| 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. | 127.4 | sqm | 10.91 ₹1,389.93 | 10.5 ₹1,337.7 Lowest | 10.59 ₹1,349.17 | 11.12 ₹1,416.69 |
| 1.00 | 4.1.A.1: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 | 9.55 | cum | 2,284.7 ₹21,830.31 | 2,191.7 ₹20,941.69 Lowest | 2,218.54 ₹21,198.15 | 2,328.7 ₹22,250.73 |
| 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) | 19.11 | cum | 6,522.48 ₹1,24,644.59 | 6,256.8 ₹1,19,567.45 Lowest | 6,333.61 ₹1,21,035.29 | 6,648.09 ₹1,27,045 |
| 2.00ROAD CONCRETE 2ND REACH | |||||||
| 2.00 | 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. | 143.5 | sqm | 10 ₹1,435 Lowest | 10.5 ₹1,506.75 | 10.59 ₹1,519.67 | 11.12 ₹1,595.72 |
| 2.00 | 4.1.A.1: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 | 10.76 | cum | 2,284.7 ₹24,590.23 | 2,191.7 ₹23,589.27 Lowest | 2,218.54 ₹23,878.15 | 2,328.7 ₹25,063.8 |
| 2.00 | 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) | 21.52 | cum | 6,522 ₹1,40,386.05 | 6,256.8 ₹1,34,677.62 Lowest | 6,333.61 ₹1,36,330.96 | 6,648.09 ₹1,43,100.14 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
12 Oct 2026, 2:30 pmClosed
AE
LID EW VAZHAKKAD
Annual Plan-VAZHAKKAD GP PRO NO 13/26-27-ALUNGAPARAMBU THIRUVALOOR MAMMATTAMCHOLA ROAD CONCRETE IN WARD 18
2026_LSGD_876305_3
02/2026-27/LIDEW/VKD
Open Tender
Civil Works - Roads
Item Rate
VAZHAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
15 Oct 2026
5 Oct 2026
13 Oct 2026
5 Oct 2026
12 Oct 2026
5 Oct 2026
5 Oct 2026 - 12 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE 1ST REACH | |||||
| 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. | 127.4 | sqm | - | - |
| 1.002 | 4.1.A.1: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 | 9.56 | 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) | 19.11 | cum | - | - |
| 2ROAD CONCRETE 2ND REACH | |||||
| 2.001 | 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. | 143.5 | sqm | - | - |
| 2.002 | 4.1.A.1: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 | 10.76 | cum | - | - |
| 2.003 | 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) | 21.53 | cum | - | - |
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