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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC PADIYARA MEENADAM P O KOTTAYAM 686 516 | KOTTAYAM | KOTTAYAM | KERALA | 686516 | ₹3.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 LRejected-AOC | ₹3.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.4 LRejected-AOC | ₹3.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹3.4 LRejected-AOC THEKKUMKATTIL ALANAD PO KURAVILANGADU | KOTTAYAM | KERALA | 686001 | ₹3.4 L | L4 | Rejected-AOC L4 |
| 5 | L5₹3.6 LRejected-AOC | ₹3.6 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | shibu abraham L2 | roy kuriakose L3 | SHAJI P KURIAKOSE L5 | RAJAN VARGHESE L1 | SHEBBIN SEBASTIAN L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||||
| 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. | 240 | sqm | 2.5 ₹600 | 3 ₹720 | 10.56 ₹2,534.40 | 9.88 ₹2,371.20 | 15 ₹3,600 |
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 19.8 | cum | 2,990 ₹59,202 | 2,990 ₹59,202 | 3,194.24 ₹63,245.95 | 1,500 ₹29,700 | 2,500 ₹49,500 |
| 1.00 | OD520547/2024-2025:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete | 240 | sqm | 970 ₹2.3 L | 970 ₹2.3 L | 1,037.43 ₹2.5 L | 967.8 ₹2.3 L | 1,010 ₹2.4 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) | 5.54 | cum | 8,345 ₹46,231.30 | 8,345 ₹46,231.30 | 8,581.57 ₹47,541.90 | 8,027 ₹44,469.58 | 8,000 ₹44,320 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
26 Mar 2025, 6:00 pmClosed
REETHU GRACIOUS
LID EW Section, Manarcad Grama Panchayat
Annual Plan- MANARCAD GP P NO. 301/24-25- Paving interlock tiles for the Vazhakkalapadi -Imanathuchira road in ward-3-General Civil Work
2025_LSGD_752448_1
09/AE/MNCD/2024-25
Open Tender
Civil Works - Roads
180 days
MANARCAD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,473
Yes
19 Jun 2026
19 Mar 2025
28 Mar 2025
19 Mar 2025
26 Mar 2025
19 Mar 2025
Amount
Maintenance
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.
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD520547/2024-2025:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete
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)
shibu abraham (BID ID -2165877)
roy kuriakose (BID ID -2165897)
SHEBBIN SEBASTIAN (BID ID -2170832)
SHAJI P KURIAKOSE (BID ID -2172163)
Bidder Name
RAJAN VARGHESE
SHAJI P KURIAKOSE
shibu abraham
roy kuriakose
SHEBBIN SEBASTIAN
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