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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC KERALA KL | KASARAGOD | KERALA | 670511 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical MNB BUSINESS HUB VADAVUCODE AMBATTU KUZHIKKZDU VILLAGE TOWN PUTHENCRUZ CITY ERNAKULAM ERNAKULAM KERALA 682303 INDIA | ERNAKULAM | KERALA | 682303 | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical VEELEPPANATH HOUSE THIRUVANKULAM | KERALA | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | creative construction Group L4 | V V POULOSE L2 | RANJITH KUMAR N L3 | BASIL VARGHSES L1 |
|---|---|---|---|---|---|---|---|
| 1.00Tile | |||||||
| 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. | 760 | sqm | 15 ₹11,400 Lowest | 15 ₹11,400 Lowest | 16.01 ₹12,167.6 | 15.11 ₹11,483.6 |
| 1.00 | 4.1.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 | 18.11 | cum | 3,100 ₹56,150.3 Lowest | 3,150 ₹57,055.95 | 3,150 ₹57,055.95 | 3,150.96 ₹57,073.34 |
| 1.00 | OD322815/2025-2026: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 engineer-in-charge. | 855 | sqm | 1,120 ₹9,57,600 | 1,097 ₹9,37,935 | 1,100 ₹9,40,500 | 1,095.35 ₹9,36,524.25 Lowest |
| 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) | 8.62 | cum | 9,250 ₹79,735 | 8,725 ₹75,209.5 | 8,750 ₹75,425 | 8,672.27 ₹74,754.97 Lowest |
Tender Value
₹11.4 L
EMD Value
₹28,597
Closing Date
23 Oct 2025, 6:00 pmClosed
Asst Exe Engineer
Asst Exe Engineer,Thrippunithura Municipality
Annual Plan - Proj No. 741- TILING OF BALANCE PORTION OF ATHIRTHI ROAD
2025_LSGD_811445_3
PW1/14627/16
Open Tender
Civil Works - Roads
Item Rate
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹28,597
Yes
27 Nov 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
23 Oct 2025
17 Oct 2025
Amount
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) <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
OD322815/2025-2026: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 engineer-in-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)
V V POULOSE (BID ID -2404796)
RANJITH KUMAR N (BID ID -2405911)
creative construction Group (BID ID -2404448)
Bidder Name
RANJITH KUMAR N
V V POULOSE
creative construction Group
BASIL VARGHSES
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