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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC KALLIVALAPPIL HOUSE POST THALAKKASSERY | KOZHIKODE | KERALA | 612906 | ₹2.2 L | L1 | Accepted-AOC lowest |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical KALLIVALAPPIL HOUSE POST THALAKKASSERY AE | THIRUVANANTHAPURAM | KERALA | 695001 | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical AIOPN1134E KERALA KL | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | HUSAIN L1 | K P VASU L3 | MK Khader L4 | T V NAUSHAD L2 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETE | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 177.88 | sqm | 11.69 ₹2,079.36 | 13.42 ₹2,387.08 | 13.48 ₹2,397.76 | 12.46 ₹2,216.32 |
| 1.00 | OD217284/2025-2026: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 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. <br > (i) Using naturally occuring gravel (Modified Spec of Mord 4.11.1) | 17.79 | cum | 1,709.66 ₹30,411.43 | 1,962.33 ₹34,905.93 | 1,972 ₹35,077.94 | 1,821.83 ₹32,406.71 |
| 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) | 26.68 | cum | 6,982.49 ₹1.9 L | 8,014.42 ₹2.1 L | 8,054 ₹2.1 L | 7,440.6 ₹2.0 L |
| 1.00 | OD217287/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,047.39 ₹2,047.39 | 2,349.97 ₹2,349.97 | 2,361 ₹2,361 | 2,181.71 ₹2,181.71 |
Tender Value
₹3.0 L
EMD Value
₹7,562
Closing Date
7 Jan 2026, 5:00 pmClosed
Office of Assistant Engineer
Office of Assistant Engineer, LSGD Section, Pattithara GP
Annual Plan Pattithara GP 2025 26 Pr No 386 Rennovation works at Ayilakkunnu Cholakkunnu Road Ward 14 General Civil Work
2025_LSGD_824349_1
09 AE LID EW PTRA 2025 26
Open Tender
Civil Works - Roads
Pattithara
Please refer Tender documents.
7 documents required · 7 mandatory
₹670
Yes
₹7,562
Yes
11 Jun 2026
29 Dec 2025
9 Jan 2026
29 Dec 2025
7 Jan 2026
29 Dec 2025
CONCRETE
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD217284/2025-2026: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 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. <br > (i) Using naturally occuring gravel (Modified Spec of Mord 4.11.1)
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)
OD217287/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
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