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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC A DRUHITH VEEDU IRIMBILIYAM PURAPPETTIVAM VIBHAGAM 676552 | IRIMBILIYAM | MALAPPURAM | KERALA | 676552 | ₹1.9 L | L1 | Accepted-AOC agreement executed |
| 2 | Rejected-Technical | - | - | Rejected-Technical 193074.75 |
| Sl No | Description | Qty | Unit | IBRAHIM T L2 | YOUSUF CHUNGATH L1 |
|---|---|---|---|---|---|
| 1.00NADAPARAMBU MANNIKKARA ROAD RE CONCRETING | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 13.88 | cum | 335.58 ₹4,658.52 | 332.01 ₹4,608.96 Lowest |
| 1.00 | OD527671/2025-2026: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. | 9.25 | cum | 1,779.91 ₹16,471.29 | 1,760.94 ₹16,295.74 Lowest |
| 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) | 23.36 | cum | 7,269.41 ₹1,69,813.42 | 7,191.94 ₹1,68,003.72 Lowest |
| 1.00 | OD60679/2025-2026: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 | 2,131.52 ₹2,131.52 | 2,108.8 ₹2,108.8 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,350
Closing Date
8 Jul 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer,Paruthur GP
PARUTHUR GP 2025-26 NADAPARAMBU MANNIKKARA ROAD RE CONCRETING IN W-2 -PRO.NO.76
2026_LSGD_858166_2
1/AE/LSGD/PDR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Paruthur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,350
Yes
10 Aug 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1NADAPARAMBU MANNIKKARA ROAD RE CONCRETING | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.002 | OD527671/2025-2026: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. | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | OD60679/2025-2026: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 | - | each | - | - |
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