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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L | L1 | Accepted-AOC Accepted via resolution 3(1) dtd 13/02/26 of velom gp |
| Sl No | Description | Qty | Unit | ANOOP K V L1 |
|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||
| 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. | 9.1 | cum | 60 ₹546 |
| 1.00 | OD356814/2025-2026:Dry rubble masonry 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 | 5.88 | cum | 3,550 ₹20,874 |
| 1.00 | OD356889/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m. | 3.15 | cum | 280 ₹882 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 17.1 | cum | 13.75 ₹235.13 |
| 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 | 13.5 | cum | 2,845 ₹38,407.50 |
| 1.01 | 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) | 20.25 | cum | 8,104.8 ₹1.6 L |
Tender Value
₹2.5 L
EMD Value
₹6,190
Closing Date
9 Feb 2026, 9:00 amClosed
Assistant engineer
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION VELOM
Annual Plan-VELOM GPKUNIMMALMUKKU RAJEEVDHASHALAKSHAM COLONY ROAD -WARD 13-PROJ NO105/2025-26-General Civil Work
2025_LSGD_819158_3
48/TENDER/2025/AE/LIDEW/VELOM
Open Tender
Civil Works - Roads
240 days
velom grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹6,190
Yes
30 Apr 2026
31 Jan 2026
11 Feb 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
ROAD CONCRETING
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.
OD356814/2025-2026:Dry rubble masonry 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
OD356889/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
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)
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