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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC VAYALIPARAMBIL HOUSE OORAKKADU EDATHALA P O 683561 | EDATHALA | ERNAKULAM | KERALA | 683561 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NAZARUDEEN L3 | NADARSHAN.A L4 | VAYALIL CONSTRUCTIONS L1 | SIBIN B S L2 |
|---|---|---|---|---|---|---|---|
| 1.00ReConcreting | |||||||
| 1.00 | OD26650/2026-2027:Patch work for reconcreting Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.69 | cum | 7,500 ₹5,145 | 7,291.52 ₹5,001.98 | 6,334.56 ₹4,345.51 | 635 ₹435.61 Lowest |
| 1.00 | OD69335/2026-2027:Maintenance of Causeway
Maintenance of Causeway by way of minor Surface repairs, removal of debris, as per
technical
specification Clause 1909 | 137 | metre | 57 ₹7,809 | 48.73 ₹6,676.01 | 42.34 ₹5,800.58 Lowest | 42.4 ₹5,808.8 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 30.82 | cum | 7,600 ₹2,34,270 | 7,988.26 ₹2,46,238.11 | 6,939.86 ₹2,13,921.18 Lowest | 6,950 ₹2,14,233.75 |
| 2.00Scarifying and Concreting | |||||||
| 2.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 153 | sqm | 52 ₹7,956 | 44.36 ₹6,787.08 | 38.54 ₹5,896.62 Lowest | 38.6 ₹5,905.8 |
| 2.00 | OD67560/2026-2027:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m | 123.7 | sqm | 37 ₹4,576.9 | 31.95 ₹3,952.22 | 27.76 ₹3,433.91 Lowest | 27.8 ₹3,438.86 |
| 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) | 41.51 | cum | 7,500 ₹3,11,287.5 | 8,316.09 ₹3,45,159.32 | 7,224.66 ₹2,99,859.51 Lowest | 7,234 ₹3,00,247.17 |
| 3.00Side wall DR& RR | |||||||
| 3.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 16.95 | cum | 450 ₹7,627.5 | 383.9 ₹6,507.11 | 333.52 ₹5,653.16 Lowest | 334 ₹5,661.3 |
Tender Value
₹10.2 L
EMD Value
₹25,418
Closing Date
26 Jun 2026, 9:00 amClosed
AE
AE PKML
Madathilkunnu Adayamon LPS Road Maintenance Ward 8
2026_LSGD_856457_1
TEN 01(81) AE/LSGD/PKML/26-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Pazhayakunnummel gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,418
Yes
22 Jul 2026
18 Jun 2026
27 Jun 2026
18 Jun 2026
26 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ReConcreting | |||||
| 1.001 | OD26650/2026-2027:Patch work for reconcreting Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.002 | OD69335/2026-2027:Maintenance of Causeway
Maintenance of Causeway by way of minor Surface repairs, removal of debris, as per
technical
specification Clause 1909 | - | metre | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 2Scarifying and Concreting | |||||
| 2.001 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 2.002 | OD67560/2026-2027:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m | - | sqm | - | - |
| 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) | - | cum | - | - |
| 3Side wall DR& RR | |||||
| 3.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
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