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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-Finance | L1 | Accepted-Finance AGT EXCECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical CHERUPILLY HOUSE CHERANALLOOR | CHERANALLOOR | KERALA | - | Rejected-Technical llL5 | |
| 5 | Rejected-Technical NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SANILKUMAR.A.G L4 | NABIL C S L5 | Cinto M.A L3 | SHAJU P.P L1 | MARTIN P STEEPHAN L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Tiling | ||||||||
| 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. | 174.05 | sqm | 14.33 ₹2,494.14 | 20 ₹3,481 | 14.16 ₹2,464.55 | 13.79 ₹2,400.15 Lowest | 13.97 ₹2,431.48 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 28.27 | cum | 2,987.07 ₹84,447.46 | 2,600 ₹73,504.6 Lowest | 2,952.69 ₹83,475.5 | 2,875.25 ₹81,286.19 | 2,912.3 ₹82,333.63 |
| 1.00 | OD218659/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 282.71 | sqm | 1,038.38 ₹2,93,559.37 | 1,100 ₹3,10,979.9 | 1,025 ₹2,89,776.73 | 999.51 ₹2,82,570.47 Lowest | 1,012.39 ₹2,86,211.76 |
| 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) | 4.43 | cum | 8,221.2 ₹36,387.03 | 8,000 ₹35,408 | 8,126.58 ₹35,968.24 | 7,913.45 ₹35,024.93 Lowest | 8,014 ₹35,469.96 |
Tender Value
₹4.7 L
EMD Value
₹11,646
Closing Date
15 Oct 2025, 12:30 pmClosed
Assistant Engineer LID EW Section Nedumbassery
Assistant Engineer LID EW Section Nedumbassery
Annual Plan NDY GP 25 26 Renovation of Kariyad Korathodu Road Interlock Tiling Ward 13 Project No 191 26 General Civil Work Work
2025_LSGD_806938_5
26/AE LID EW/NDY/2025-26
Open Tender
Civil Works - Roads
Item Rate
150 days
Kariyad
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,030
₹11,646
5 Dec 2025
8 Oct 2025
16 Oct 2025
8 Oct 2025
15 Oct 2025
8 Oct 2025
Amount
Road Tiling
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD218659/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
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)
MARTIN P STEEPHAN (BID ID -2390242)
Cinto M.A (BID ID -2390134)
SANILKUMAR.A.G (BID ID -2387870)
NABIL C S (BID ID -2390041)
Bidder Name
Cinto M.A
SANILKUMAR.A.G
NABIL C S
MARTIN P STEEPHAN
SHAJU P.P
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