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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.6 LAccepted-AOC THALAPPIL VETTOM PO TRIPRANGODE GRAMA PANCHAYATH KERALA | ALAPPUZHA | KERALA | 686534 | 1 | Accepted-AOC RANK 1 | |
| 2 | 2₹9.2 L+₹1.6 L (20.6%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹9.5 L+₹1.9 L (25.3%)Rejected-Finance | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | T. BALAN L1 | PURUSHOTHAMAN P. L3 | Mukundan P. L2 |
|---|---|---|---|---|---|---|
| 1.00Concrete | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 47.4 | cum | 59.26 ₹2,808.92 Lowest | 100 ₹4,740 | 70 ₹3,318 |
| 1.00 | OD400272/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 72.68 | cum | 3,442.93 ₹2,50,232.15 Lowest | 4,500 ₹3,27,060 | 4,164 ₹3,02,639.52 |
| 1.00 | OD400273/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not excedding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer - in - charge | 32.04 | cum | 401.53 ₹12,865.02 Lowest | 600 ₹19,224 | 445.65 ₹14,278.63 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 32.04 | cum | 2,772.41 ₹88,828.02 Lowest | 3,800 ₹1,21,752 | 3,665 ₹1,17,426.6 |
| 1.00 | OD400274/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course 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) | 53.4 | cum | 7,610.4 ₹4,06,395.36 Lowest | 9,000 ₹4,80,600 | 9,000 ₹4,80,600 |
Tender Value
₹8.4 L
EMD Value
₹21,119
Closing Date
9 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
AE LSGD VETTOM GP
ROAD CONSTRUCTION
2026_LSGD_832587_2
36/AE/LSGD/VGP/25-26
Open Tender
Civil Works - Roads
Item Rate
270 days
VETTOM GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,865
Yes
₹21,119
Yes
7 Apr 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
Concrete
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
OD400272/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD400273/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not excedding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer - in - charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD400274/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course 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)
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