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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical KUNDUPARAMBIL CHEMBRA PO | KOLLAM | KERALA | 689694 | - | - | Rejected-Technical 157614.17 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 156787.98 |
| 4 | Rejected-Technical KAPPUR GRAMA PANCHAYATH | - | - | Rejected-Technical 158189.08 |
| Sl No | Description | Qty | Unit | IBRAHIM T L2 | NOUSHAD POOVATHINGAL L1 | MUHAMMED ABDURAHIMAN P V L4 | ABDUL HAKKEEM K P L3 |
|---|---|---|---|---|---|---|---|
| 1.00KARAMBATHUR CHUNGAM ROAD BALANCE PORTION CONCRETING | |||||||
| 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. | 23.71 | cum | 49.47 ₹1,172.93 | 49.46 ₹1,172.70 | 49.91 ₹1,183.37 | 49.73 ₹1,179.10 |
| 1.00 | OD373447/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 0.65 | cum | 701.27 ₹454.42 | 701.18 ₹454.36 | 707.53 ₹458.48 | 704.97 ₹456.82 |
| 1.00 | OD369823/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 12.39 | cum | 1,733.08 ₹21,481.53 | 1,732.84 ₹21,478.55 | 1,748.53 ₹21,673.03 | 1,742.21 ₹21,594.69 |
| 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) | 18.59 | cum | 7,078.13 ₹1.3 L | 7,077.18 ₹1.3 L | 7,141.25 ₹1.3 L | 7,115.43 ₹1.3 L |
| 1.00 | OD369822/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,075.43 ₹2,075.43 | 2,075.15 ₹2,075.15 | 2,093.94 ₹2,093.94 | 2,086.37 ₹2,086.37 |
Tender Value
₹2.1 L
EMD Value
₹5,296
Closing Date
9 Feb 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer,Paruthur GP
PARUTHUR GP 2025-26 KARAMBATHUR CHUNGAM ROAD BALANCE PORTION CONCRETING IN W-2-PRO.NO.336
2026_LSGD_831618_6
9/25-26/AE/LSGD/PDR
Open Tender
Civil Works - Roads
180 days
Paruthur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,296
Yes
21 Apr 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
KARAMBATHUR CHUNGAM ROAD BALANCE PORTION CONCRETING
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.
OD373447/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD369823/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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)
OD369822/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete
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