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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-Finance 13 312J ETMS BUILDING THALAPPARA P O MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | 1 | Accepted-Finance L1 | |
| 2 | 2₹4.8 L+₹16,783 (3.61%)Rejected-Finance KERALA KL | 2 | Rejected-Finance L2 | |
| 3 | 3₹5.1 L+₹42,390 (9.11%)Rejected-Finance GP VETTOM KUTTIYIL HOUSE VETTOM | 3 | Rejected-Finance L3 | |
| 4 | 4₹5.1 L+₹44,979 (9.66%)Rejected-Finance | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SHABU K L3 | alikutty m L4 | UTECHCONSTRUCTIONS LLP L1 | ABDULKAREEM P P L2 |
|---|---|---|---|---|---|---|---|
| 1.00concrete | |||||||
| 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. | 319.68 | sqm | 14 ₹4,475.52 Lowest | 14 ₹4,475.52 Lowest | 21 ₹6,713.28 | 14 ₹4,475.52 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 31.97 | cum | 3,077 ₹98,365.54 | 3,077 ₹98,365.54 | 2,500 ₹79,920 Lowest | 2,975 ₹95,104.8 |
| 1.00 | OD111431/2026-2027: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) | 47.95 | cum | 8,446 ₹4,05,002.59 | 8,500 ₹4,07,592 | 7,900 ₹3,78,820.8 Lowest | 7,980 ₹3,82,656.96 |
Tender Value
₹5.1 L
EMD Value
₹12,702
Closing Date
8 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER
AE LSGD VETTOM GP
CONCRETE
2026_LSGD_866565_6
03/AE/LSGD/VGP/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
VETTOM GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,702
Yes
12 Oct 2026
1 Sept 2026
10 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete | |||||
| 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. | - | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD111431/2026-2027: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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