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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.0 LAccepted-AOC | ₹7.0 L | 1 | Accepted-AOC 1 |
| 2 | 2₹7.2 LRejected-AOC | ₹7.2 L | 2 | Rejected-AOC 2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | K M SAIDU MOHAMMED L3 | A.M.ABDUL SALAM L1 | ASHRAF P V L2 | greater cochin labour contract co-op society L4 |
|---|---|---|---|---|---|---|---|
| 1.00road maintenance | |||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 95.04 | cum | 47.8 ₹4,542.91 | 240 ₹22,809.60 | 46.19 ₹4,389.90 | 49.74 ₹4,727.29 |
| 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 | 63.36 | cum | 2,903.96 ₹1.8 L | 2,000 ₹1.3 L | 2,820.51 ₹1.8 L | 3,037.47 ₹1.9 L |
| 1.00 | OD90873/2025-2026:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size ,and Design & Shape laid in Required pattern over and Including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness, etc all Complete as per the Direction of Engineer in Charge ( Details for 10 m2) | 528 | sqm | 909.44 ₹4.8 L | 940 ₹5.0 L | 883.35 ₹4.7 L | 951.3 ₹5.0 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) | 8.57 | cum | 7,992.46 ₹68,527.35 | 6,400 ₹54,873.60 | 7,762.79 ₹66,558.16 | 8,359.92 ₹71,677.95 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
18 Aug 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer , Kalamassery Municipality
SO 81/25-26, Ward 10-INTERLOCK TILE AT PIPELINE ROAD SIDE IN WARD 10
2025_LSGD_784590_7
LIDEW/AEE/ET/11/2026
Open Tender
Civil Works - Roads
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
30 Apr 2026
12 Aug 2025
20 Aug 2025
12 Aug 2025
18 Aug 2025
12 Aug 2025
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