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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-AOC | ₹3.6 L | 1 | Accepted-AOC 1 |
| 2 | 2₹3.6 LRejected-AOC | ₹3.6 L | 2 | Rejected-AOC 2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical 6 |
| Sl No | Description | Qty | Unit | KAREEM.K.P L5 | ASHRAF P V L1 | MAJEED T.K. L6 | T.K.SUNEESH MOHAMMED L2 | LIJAS P IBRAHIM L4 | Sathysee L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Relaying and drain maintenance | |||||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 14.44 | cum | 409.05 ₹5,906.68 | 380.91 ₹5,500.34 | 436.27 ₹6,299.74 | 310 ₹4,476.40 | 406.78 ₹5,873.90 | 390.82 ₹5,643.44 |
| 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 | 28.88 | cum | 3,004.09 ₹86,758.12 | 2,799.74 ₹80,856.49 | 3,204.03 ₹92,532.39 | 2,400 ₹69,312 | 2,987.4 ₹86,276.11 | 2,870.24 ₹82,892.53 |
| 1.00 | OD129062/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size ,design, shape laid in crushed stone chipping 6.7 mm size 100 mm passing 9.5 mm and retained on 2.36 using plate vibrator etc as per the department specifications | 288.8 | sqm | 940.84 ₹2.7 L | 876.76 ₹2.5 L | 1,003.46 ₹2.9 L | 950 ₹2.7 L | 935.62 ₹2.7 L | 898.92 ₹2.6 L |
| 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) | 2.02 | cum | 8,268.06 ₹16,701.48 | 7,707.05 ₹15,568.24 | 8,818.34 ₹17,813.05 | 6,500 ₹13,130 | 8,222.12 ₹16,608.68 | 7,899.67 ₹15,957.33 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
25 Jul 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer , Kalamassery Municipality
SO 119/26-Interlock tile paving and drain maintenance at mather nagar road bylanes in ward 37
2025_LSGD_777318_10
LIDEW/AEE/ET/8/2026
Open Tender
Civil Works - Roads
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
25 Apr 2026
18 Jul 2025
28 Jul 2025
18 Jul 2025
25 Jul 2025
18 Jul 2025
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