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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | ₹3.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | M VENUGOPALAN L4 | T J Joseph Joy L3 | SABASTIAN MD L1 | SATHEESH M L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Retarring | |||||||
| 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. | 92.1 | cum | 72.53 ₹6,680.01 | 62.11 ₹5,720.33 | 59.4 ₹5,470.74 | 60.59 ₹5,580.34 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 24.6 | cum | 2,569.46 ₹63,208.72 | 2,197.77 ₹54,065.14 | 2,101.91 ₹51,706.99 | 2,146.52 ₹52,804.39 |
| 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) | 36.9 | cum | 9,887.7 ₹3.6 L | 8,457.18 ₹3.1 L | 8,088.3 ₹3.0 L | 8,260.15 ₹3.0 L |
Tender Value
₹4.0 L
EMD Value
₹9,890
Closing Date
6 Mar 2026, 2:00 pmClosed
SISUPALAN KOILARIAN
OFFICE OF THE ASSISTANT ENGINEER KALLAR GP
PR NO 400/25-26 KARAKKUNNU PALLIKKAL ROAD CONCRETE IN KALLAR GP
2026_LSGD_840531_1
07/AE/LID AE/2025KALLAR GP
Open Tender
Civil Works - Roads
210 days
KALLAR GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹875
Yes
₹9,890
Yes
19 Jun 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
Road Retarring
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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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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