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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | L1 | Accepted-AOC LOW QUOTED HENCE WORK IS AWARDED. | |
| 2 | L2₹6.5 L+₹43,168.86 (7.16%)Rejected-Finance | L2 | Rejected-Finance high quoted hence rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Failed to submit bid documents (FOT and Affidavit) |
| Sl No | Description | Qty | Unit | CHENGANATTU OUSEPH VARGHESE L1 | MPM CONSTRUCTIONS L3 | SUDHAKARAN K K L2 |
|---|---|---|---|---|---|---|
| 1.00INTERLOCK TILE | ||||||
| 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. | 480 | sqm | 14.12 ₹6,777.6 Lowest | 80 ₹38,400 | 14.25 ₹6,840 |
| 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 | 48 | cum | 2,770.45 ₹1,32,981.6 Lowest | 3,500 ₹1,68,000 | 2,970.71 ₹1,42,594.08 |
| 1.00 | OD489145/2025-2026: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 | 440.3 | per sqm | 963.08 ₹4,24,044.12 Lowest | 1,150 ₹5,06,345 | 1,032.69 ₹4,54,693.41 |
| 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) | 5.16 | cum | 7,625 ₹39,352.63 Lowest | 7,800 ₹40,255.8 | 8,176.19 ₹42,197.32 |
Tender Value
₹7.3 L
EMD Value
₹18,155
Closing Date
4 Mar 2026, 4:45 pmClosed
SAM MATHEW SABU
Office of the Assistant Engineer LID EW Section Vadavukode Puthencruz Grama Panchayat
303/26 Vadavucode puthencruz GP-Chirappattuthazham Road Tile Paving Ward 15(MGR)
2026_LSGD_840021_1
46/ET/2025-26/AE/LID EW/PTZ
Open Tender
Civil Works - Roads
Item Rate
180 days
Vadavukode Puthencruz Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,605
Yes
₹18,155
Yes
13 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
INTERLOCK TILE
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
OD489145/2025-2026: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)
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