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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 LRejected-AOC | ₹3.5 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical KUNDUPARAMBIL CHEMBRA PO | KOLLAM | KERALA | 689694 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L5 | SANTHOSH K T L1 | ABDUL HAKKEEM K P L4 | MOHAMMED ALI P L2 | Musthafa K P L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00INTERLOCK | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 282 | sqm | 14.29 ₹4,029.78 | 15.99 ₹4,509.18 | 13.48 ₹3,801.36 | 13.28 ₹3,744.96 | 13.4 ₹3,778.80 |
| 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. <br>(ii) Using Gravel mix soil. | 28.2 | cum | 2,210.82 ₹62,345.12 | 2,161 ₹60,940.20 | 2,091.59 ₹58,982.84 | 2,062.02 ₹58,148.96 | 2,081.4 ₹58,695.48 |
| 1.00 | OD466414/2025-2026:Flooring with Interlocking paving blocks 80 mm thick M30 grade over a bed of 6 mm metal filling in 50 mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials, labor charges , etc., complete. Excluding cost of edges concreting (16.91.2 modified) | 220.8 | sqm | 1,002.78 ₹2.2 L | 900 ₹2.0 L | 948.7 ₹2.1 L | 935.29 ₹2.1 L | 944 ₹2.1 L |
| 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) | 9.18 | cum | 8,511.74 ₹78,137.77 | 6,500 ₹59,670 | 8,052.68 ₹73,923.60 | 7,938.86 ₹72,878.73 | 8,013.4 ₹73,563.01 |
| 1.00 | OD466418/2025-2026:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc
complete. | 1 | each | 2,495.79 ₹2,495.79 | 2,000 ₹2,000 | 2,361.19 ₹2,361.19 | 2,327.81 ₹2,327.81 | 2,349.6 ₹2,349.60 |
| 2.00FILLING | ||||||||
| 2.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 13.25 | cum | 649.15 ₹8,599.94 | 627.97 ₹8,319.35 | 614.15 ₹8,136.26 | 605.46 ₹8,021.13 | 611.1 ₹8,095.85 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
25 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
THIRUVEGAPPURA GP
THIRUVEGAPPURA GP 2025- 2026-EDAVARKUNNU ROAD RENOVATION
2026_LSGD_837449_1
AE/LSGD/TVPGP-10/2025-26(3)
Open Tender
Civil Works - Roads
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,590
Yes
14 May 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
INTERLOCK
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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. <br>(ii) Using Gravel mix soil.
OD466414/2025-2026:Flooring with Interlocking paving blocks 80 mm thick M30 grade over a bed of 6 mm metal filling in 50 mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials, labor charges , etc., complete. Excluding cost of edges concreting (16.91.2 modified)
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)
OD466418/2025-2026:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc complete.
FILLING
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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