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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC ALUVA MUNCIPALITY ALUVA PO PIN 683101 | ERNAKULAM | KERALA | 683101 | L1 | Accepted-AOC BIDS ARE VLLALID | |
| 2 | L2₹9.0 L+₹1.0 L (13.1%)Rejected-AOC | L2 | Rejected-AOC BIDS ARE VLLALID | |
| 3 | L3₹9.2 L+₹1.2 L (15.6%)Rejected-AOC | L3 | Rejected-AOC BIDS ARE VLLALID | |
| 4 | L4₹9.2 L+₹1.2 L (15.4%)Rejected-AOC | L4 | Rejected-AOC BIDS ARE VLLALID | |
| 5 | L5₹9.3 L+₹1.3 L (16.4%)Rejected-AOC | L5 | Rejected-AOC BIDS ARE VLLALID |
| Sl No | Description | Qty | Unit | P K MUHAMMED L2 | Kuriakose Mathew L1 | T C Muhammed L5 | Suresh M P L4 | ABBAS K P L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||||
| 1.00 | OD529804/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil(Based
on 2.28.1 as in DAR) | 630 | sqm | 35.29 ₹22,232.7 | 28 ₹17,640 Lowest | 36.68 ₹23,108.4 | 34 ₹21,420 | 36.38 ₹22,919.4 |
| 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 | 70.95 | cum | 3,337.88 ₹2,36,822.59 | 2,420 ₹1,71,699 Lowest | 3,331.2 ₹2,36,348.64 | 3,247 ₹2,30,374.65 | 3,304.5 ₹2,34,454.28 |
| 1.00 | OD462693/2025-2026: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. | 593.89 | sqm | 999 ₹5,93,296.11 | 950 ₹5,64,195.5 Lowest | 1,043.29 ₹6,19,599.5 | 1,045 ₹6,20,615.05 | 1,034.92 ₹6,14,628.64 |
| 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) | 5.55 | cum | 9,186.73 ₹51,023.1 | 8,200 ₹45,542.8 Lowest | 9,168.36 ₹50,921.07 | 9,186 ₹51,019.04 | 9,094.86 ₹50,512.85 |
Tender Value
₹9.3 L
EMD Value
₹23,296
Closing Date
18 Mar 2026, 12:00 pmClosed
AE KUNNATHUNAD G P
AE LIDEW SECTION KUNNATHUNAD G P
INTERLOCK TILES
2026_LSGD_846235_1
4/AE/LSGD/KND/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
W 17
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,055
Yes
₹23,296
Yes
26 May 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
Maintenance
OD529804/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil(Based on 2.28.1 as in DAR)
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
OD462693/2025-2026: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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