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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC PARAMBIL HOUSE KONDURKKAR PO AE | KOTTAYAM | KERALA | 686102 | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹5.6 L+₹25,156.29 (4.73%)Rejected-AOC PARAMBIL HOUSE KONDURKKARA P O | L2 | Rejected-AOC Rejected | |
| 3 | L3₹5.9 L+₹61,350.60 (11.5%)Rejected-Finance | L3 | Rejected-Finance Board resolution |
| Sl No | Description | Qty | Unit | MANSOOR P M L1 | FAHAD P.K. L2 | ANWAR CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||
| 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. | 449.4 | sqm | 10.04 ₹4,511.98 Lowest | 10.52 ₹4,727.69 | 11.2 ₹5,033.28 |
| 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. (ii) Using Gravel mix soil. | 67.41 | cum | 1,559 ₹1,05,092.19 Lowest | 1,632.77 ₹1,10,065.03 | 1,739 ₹1,17,225.99 |
| 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) | 67.41 | cum | 6,002.2 ₹4,04,608.3 Lowest | 6,286.25 ₹4,23,756.11 | 6,695 ₹4,51,309.95 |
| 1.00 | OD86590/2025-2026: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 | 12.84 | cum | 617.87 ₹7,933.45 Lowest | 647.09 ₹8,308.64 | 689 ₹8,846.76 |
| 1.00 | OD86591/2025-2026:Filling with Quarry Muck &1t;br>Filling up low lying and water logged areas with
local material /quarrymuck, spreading in layers, levelling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 12.84 | cum | 594.66 ₹7,635.43 Lowest | 622.81 ₹7,996.88 | 663 ₹8,512.92 |
| 1.01 | OD82003/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages
etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6
mmthick 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 | 1,759.95 ₹1,759.95 Lowest | 1,843.24 ₹1,843.24 | 1,963 ₹1,963 |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
30 Aug 2025, 5:00 pmClosed
Assistant Engineer
LID EW SECTION KOPPAM GP
Ward 5 Mannengod Prabhapuram Road Renovation
2025_LSGD_788638_25
1/AE/LSGD/KPM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Koppam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,174
Yes
8 Oct 2025
21 Aug 2025
1 Sept 2025
21 Aug 2025
30 Aug 2025
21 Aug 2025
21 Aug 2025 - 30 Aug 2025
Amount
Road concreting
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.
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. (ii) Using Gravel mix soil.
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)
OD86590/2025-2026: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
OD86591/2025-2026:Filling with Quarry Muck &1t;br>Filling up low lying and water logged areas with local material /quarrymuck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD82003/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick 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
FAHAD P.K. (BID ID -2316408)
ANWAR CONSTRUCTION (BID ID -2316458)
Bidder Name
FAHAD P.K.
ANWAR CONSTRUCTION
MANSOOR P M
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