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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAdmitted-Fee/PreQual/Technical/Finance ERUPOOLUMKUNNEL H PANNOOR | KANNUR | KERALA | 670001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.8 L+₹8,129.40 (1.42%)Admitted-Fee/PreQual/Technical/Finance RETARRING AND RE CONCRETING OF THOMMANKUTHU F C CONVENT NADACKALPPADAM ROAD WARD 3 | ALAPPUZHA | KERALA | 686102 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.0 L+₹25,024.54 (4.36%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.4 L+₹62,119.83 (10.8%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DILEEPKUMAR E S L1 | AKSHAI MATHEWS L2 | DON BRIDGE L4 | AFZAL HAMEED L3 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance | |||||||
| 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. | 498.75 | sqm | 16 ₹7,980 | 11.72 ₹5,845.35 | 6 ₹2,992.5 Lowest | 13.5 ₹6,733.13 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.79 | cum | 67 ₹522.2 | 48.93 ₹381.36 | 38.46 ₹299.76 Lowest | 1,000 ₹7,794 |
| 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) | 74.81 | cum | 6,850 ₹5,12,469.05 Lowest | 7,002 ₹5,23,840.63 | 7,697.95 ₹5,75,906.73 | 7,080 ₹5,29,676.04 |
| 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) | 7.79 | cum | 6,850 ₹53,388.9 | 6,725.97 ₹52,422.21 Lowest | 7,349.37 ₹57,280.99 | 7,080 ₹55,181.52 |
Tender Value
₹8.0 L
EMD Value
₹19,890
Closing Date
22 Sept 2026, 9:00 amClosed
ASSISTant engineer
OFFICEOFASSISTANTENGINEER
Chilavu Marampara road Rennovation
2026_LSGD_869419_2
2/LSGD/ALKD/2026-27
Open Tender
Civil Works - Roads
Item Wise
30 days
Alakkode Panchayat office
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,755
Yes
₹19,890
Yes
25 Sept 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 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. | 498.75 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.79 | 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) | 74.81 | cum | - | - |
| 1.004 | 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) | 7.79 | cum | - | - |
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