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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.9 LRejected-AOC 10051373 RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹3.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹4.3 LRejected-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | ₹4.3 L | L3 | Rejected-AOC L3 |
| 4 | L4₹4.3 LRejected-AOC THURUTHIPARA HOUSE KALAYANTHANI | KOLLAM | KERALA | 689694 | ₹4.3 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L3 | rajeshmanuel L4 | SINU A C L1 | DIPIN P.K. L2 |
|---|---|---|---|---|---|---|---|
| 1.00Interlocking & Concrete Blocks | |||||||
| 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. | 340.8 | sqm | 16 ₹5,452.80 | 16 ₹5,452.80 | 14 ₹4,771.20 | 14.53 ₹4,951.82 |
| 1.00 | OD288728/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete (Labour and Material observed from 55.23 of MORTH data) | 335.4 | sqm | 1,054 ₹3.5 L | 1,054.25 ₹3.5 L | 928 ₹3.1 L | 958.23 ₹3.2 L |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 7.63 | cum | 9,185 ₹70,044.81 | 9,186 ₹70,052.44 | 8,082 ₹61,633.33 | 8,348.9 ₹63,668.71 |
Tender Value
₹4.3 L
EMD Value
₹10,729
Closing Date
3 Oct 2025, 11:00 amClosed
Assistant Engineer
O/o the Assistant Engineer, LID and EW, Karimannoor G P
Project No 312/25-26 Maintenance of Karimannoor Ambalam Road
2025_LSGD_800496_11
2025_LIDEW_AE_KMNR3
Open Tender
Civil Works - Roads
180 days
Karimannoor G P
Please refer Tender documents.
6 documents required · 6 mandatory
₹950
Yes
₹10,729
Yes
23 Dec 2025
25 Sept 2025
4 Oct 2025
25 Sept 2025
3 Oct 2025
25 Sept 2025
Amount
Interlocking & Concrete Blocks
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.
OD288728/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete (Labour and Material observed from 55.23 of MORTH data)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
DIPIN P.K. (BID ID -2369392)
RENJITH MANUEL (BID ID -2370034)
rajeshmanuel (BID ID -2370093)
Bidder Name
RENJITH MANUEL
rajeshmanuel
SINU A C
DIPIN P.K.
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