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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC ALUVA MUNCIPALITY ALUVA PO PIN 683101 | ERNAKULAM | KERALA | 683101 | ₹19.1 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Kuriakose Mathew L1 | PINTU PAULOSE L3 | ANIL KUMAR K L2 |
|---|---|---|---|---|---|---|
| 1.00Interlock tile paving | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 805 | sqm | 16 ₹12,880 | 12 ₹9,660 Lowest | 14 ₹11,270 |
| 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 | 20.43 | cum | 3,300 ₹67,409.1 | 3,200 ₹65,366.4 | 2,800 ₹57,195.6 Lowest |
| 1.00 | OD514247/2025-2026:Providing and laying of Interlocking concrete Block using 80 mm M 40 Hydraulic blocks of approved size,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer in charge | 1,610 | sqm | 1,059.57 ₹17,05,907.7 Lowest | 1,150 ₹18,51,500 | 1,100 ₹17,71,000 |
| 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) | 12.97 | cum | 9,000 ₹1,16,775 | 8,500 ₹1,10,287.5 | 8,000 ₹1,03,800 Lowest |
| 1.00 | OD46819/2026-2027:Supplying andfixing in place granite name board of slab area less than .9sqm including engravingand painting letters etc complete as per direction of Engineer in charge at site. | 0.45 | per sqm | 5,000 ₹2,250 | 2,500 ₹1,125 Lowest | 4,200 ₹1,890 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
18 Jun 2026, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2026_LSGD_855419_1
ET07/MLA-ADS/EE/LSGD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
14 Jul 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
18 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock tile paving | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | OD514247/2025-2026:Providing and laying of Interlocking concrete Block using 80 mm M 40 Hydraulic blocks of approved size,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer in charge | - | sqm | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD46819/2026-2027:Supplying andfixing in place granite name board of slab area less than .9sqm including engravingand painting letters etc complete as per direction of Engineer in charge at site. | - | per sqm | - | - |
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