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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC KAPPUR GRAMA PANCHAYATH | ₹2.0 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹2.0 LRejected-AOC | ₹2.0 L | L2 | Rejected-AOC REJECTED |
| 3 | Rejected-Technical KUNDUPARAMBIL CHEMBRA PO | KOLLAM | KERALA | 689694 | - | - | Rejected-Technical 209464.64 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 213557.32 |
| Sl No | Description | Qty | Unit | IBRAHIM T L4 | MUHAMMED ABDURAHIMAN P V L1 | A M Yousaf L2 | ABDUL HAKKEEM K P L3 |
|---|---|---|---|---|---|---|---|
| 1.00KODIKKUNNU PARUVAKKALAM ROAD SIDE WIDENING | |||||||
| 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. | 37.29 | cum | 56.15 ₹2,093.83 | 52.58 ₹1,960.71 | 51.85 ₹1,933.49 | 55.08 ₹2,053.93 |
| 1.00 | OD482324/2025-2026: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 | 14.92 | cum | 1,967.25 ₹29,343.50 | 1,842.2 ₹27,478.26 | 2,100 ₹31,323.60 | 1,929.54 ₹28,781.02 |
| 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) | 22.37 | cum | 8,034.51 ₹1.8 L | 7,523.8 ₹1.7 L | 7,460.1 ₹1.7 L | 7,880.53 ₹1.8 L |
| 1.00 | OD482323/2025-2026: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 | no | 2,355.86 ₹2,355.86 | 2,206.11 ₹2,206.11 | 3,000 ₹3,000 | 2,310.71 ₹2,310.71 |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
13 Mar 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer,Paruthur GP
PARUTHUR GP 2025-26 KODIKKUNNU PARUVAKKALAM ROAD SIDE RESTORATION-PRO.NO.359
2026_LSGD_844340_3
10/AE/LSGD/PDR/25-26
Open Tender
Civil Works - Roads
180 days
Paruthur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,355
Yes
30 May 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
KODIKKUNNU PARUVAKKALAM ROAD SIDE WIDENING
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.
OD482324/2025-2026: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)
OD482323/2025-2026: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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