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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Li₹2.3 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | Li | Accepted-AOC Agreement executed | |
| 2 | L2₹2.5 LRejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹2.8 LRejected-Finance | L3 | Rejected-Finance Board resolution | |
| 4 | L4₹3.2 LRejected-Finance | L4 | Rejected-Finance Board resolution |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L1 | KRISHNAN L4 | ANWAR CONSTRUCTION L2 | ABDUL AZEEZ A K L3 |
|---|---|---|---|---|---|---|---|
| 1.00Concreting | |||||||
| 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. | 222.6 | sqm | 6.73 ₹1,498.1 Lowest | 9.21 ₹2,050.15 | 11.86 ₹2,640.04 | 8 ₹1,780.8 |
| 1.00 | OD461932/2024-2025: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 | 7.42 | cum | 376.89 ₹2,796.52 Lowest | 513.91 ₹3,813.21 | 386 ₹2,864.12 | 451 ₹3,346.42 |
| 1.00 | OD461933/2024-2025: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 | 22.26 | cum | 1,444.17 ₹32,147.22 Lowest | 1,976.05 ₹43,986.87 | 1,590 ₹35,393.4 | 1,737 ₹38,665.62 |
| 1.00 | OD461934/2024-2025: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 | 7.42 | cum | 647.91 ₹4,807.49 Lowest | 887.18 ₹6,582.88 | 701 ₹5,201.42 | 779 ₹5,780.18 |
| 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) | 33.39 | cum | 5,695.79 ₹1,90,182.43 Lowest | 7,792.5 ₹2,60,191.58 | 6,050 ₹2,02,009.5 | 6,850 ₹2,28,721.5 |
| 1.01 | OD461931/2024-2025: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 | 1,934.76 ₹1,934.76 Lowest | 2,647.22 ₹2,647.22 | 2,077 ₹2,077 | 2,600 ₹2,600 |
Tender Value
₹3.4 L
EMD Value
₹8,455
Closing Date
2 Sept 2025, 11:00 amClosed
Assistant Engineer
LID EW SECTION KOPPAM GP
WARD 14 PEERIKKATHODI ROAD RENOVATION
2025_LSGD_788638_42
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
₹750
Yes
₹8,455
Yes
8 Oct 2025
21 Aug 2025
3 Sept 2025
21 Aug 2025
2 Sept 2025
21 Aug 2025
21 Aug 2025 - 30 Aug 2025
Amount
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.
OD461932/2024-2025: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
OD461933/2024-2025: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
OD461934/2024-2025: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
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)
OD461931/2024-2025: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
ANWAR CONSTRUCTION (BID ID -2321331)
ABDUL AZEEZ A K (BID ID -2321567)
KRISHNAN (BID ID -2321210)
Bidder Name
VISHNUJITH.M
KRISHNAN
ABDUL AZEEZ A K
ANWAR CONSTRUCTION
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