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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Fee/PreQual/Technical/Finance 10051373 RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹1.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.3 L+₹11,109.14 (9.32%)Admitted-Fee/PreQual/Technical/Finance | ₹1.3 L+₹11,109.14 (9.32%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.5 L+₹31,139.07 (26.1%)Admitted-Fee/PreQual/Technical/Finance | ₹1.5 L+₹31,139.07 (26.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JINU GEORGE L2 | DIPIN P.K. L1 | THOMAS SAJU L3 |
|---|---|---|---|---|---|---|
| 1.00Concrete | ||||||
| 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. | 85.17 | sqm | 12.49 ₹1,063.74 | 11.42 ₹972.61 Lowest | 14.41 ₹1,227.26 |
| 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) | 17.32 | cum | 7,460.65 ₹1,29,255.76 | 6,824.69 ₹1,18,237.75 Lowest | 8,607.34 ₹1,49,122.17 |
Tender Value
₹1.7 L
EMD Value
₹4,176
Closing Date
29 Jul 2026, 6:00 pmClosed
a
office of the asst. engineer alakkode
Anchiri Idivettippara Road Rennovation proj no. 59
2026_LSGD_861416_1
1/LSGD/ALKD/2026-27
Open Tender
Civil Works - Others
Item Rate
30 days
a
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹4,176
Yes
3 Aug 2026
21 Jul 2026
1 Aug 2026
21 Jul 2026
29 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concrete | |||||
| 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. | 0.8 | sqm | - | - |
| 1.002 | 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) | 1 | cum | - | - |
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