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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance THANATHALIL HOUSE THOMMANKUTHU AE LSGD MUTTOM GP | PALAKKAD | KERALA | 678001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.2 L+₹18,458.71 (9.33%)Admitted-Fee/PreQual/Technical/Finance MUNDACKAL THOMMANKUTHU | ERNAKULAM | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.2 L+₹20,472.16 (10.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ADHARSH CONSTRUCTIONS L2 | THOMAS SAJU L3 | Aani Sivan and Co L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 178.2 | sqm | 11.89 ₹2,118.8 | 12 ₹2,138.4 | 10.88 ₹1,938.82 Lowest |
| 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) | 30.15 | cum | 7,105.86 ₹2,14,213.26 | 7,172 ₹2,16,207.11 | 6,499.52 ₹1,95,934.53 Lowest |
Tender Value
Refer Docs
EMD Value
₹7,279
Closing Date
19 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
AE, LIDEW, VELLIYAMATTOM G.P
Pro. No. 92 Renovation of Puthenkandam Uppidupara Road in Ward 15
2026_LSGD_868829_8
3/AE/LIDVLTM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KANJAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹645
Yes
₹7,279
Yes
24 Sept 2026
10 Sept 2026
23 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 178.2 | 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) | 30.15 | cum | - | - |
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