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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.8 LAccepted-AOC PALLIMMEDAYIL KUDALLUR P O KOODALOOR 679564 | KOODALOOR | THRISSUR | KERALA | 679564 | 1 | Accepted-AOC L1 | |
| 2 | 2₹5.9 L+₹13,818 (2.40%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹6.0 L+₹22,376 (3.89%)Rejected-Finance GP VETTOM KUTTIYIL HOUSE VETTOM | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MOHAMMED ALI SHIJU P M L1 | SHABU K L3 | alikutty m L2 |
|---|---|---|---|---|---|---|
| 1.00Reconcrete & Concrete | ||||||
| 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. | 16.5 | cum | 10.7 ₹176.55 Lowest | 65.78 ₹1,085.37 | 65.78 ₹1,085.37 |
| 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. | 304.5 | sqm | 17.2 ₹5,237.4 | 14.7 ₹4,476.15 Lowest | 14.7 ₹4,476.15 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 | 37.05 | cum | 3,077.04 ₹1,14,004.33 | 3,077 ₹1,14,002.85 Lowest | 3,077 ₹1,14,002.85 Lowest |
| 1.00 | OD131331/2026-2027: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | 55.58 | cum | 8,200 ₹4,55,715 Lowest | 8,600 ₹4,77,945 | 8,446 ₹4,69,386.45 |
Tender Value
₹5.9 L
EMD Value
₹14,725
Closing Date
8 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER
AE LSGD VETTOM GP
road concrete
2026_LSGD_866565_4
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
₹1,300
Yes
₹14,725
Yes
13 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 |
|---|---|---|---|---|---|
| 1Reconcrete & Concrete | |||||
| 1.001 | 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. | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | OD131331/2026-2027: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | - | cum | - | - |
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