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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹4.0 L+₹14,034.16 (3.61%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹4.1 L+₹18,218.46 (4.69%)Rejected-AOC | 3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | A S SHAJAHAN L1 | ABBAS K P L3 | NAVAS KM L2 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 43,176.44 ₹1,079.41 Lowest | 45,207.48 ₹1,130.19 | 44,736.57 ₹1,118.41 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1.01 | cum | 404.8 ₹408.04 Lowest | 423.84 ₹427.23 | 419.43 ₹422.79 |
| 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 | 10.69 | cum | 3,060.4 ₹32,709.56 Lowest | 3,204.36 ₹34,248.2 | 3,170.99 ₹33,891.54 |
| 1.00 | OD47117/2025-2026: Providing and fixing GI Pipe hand rail approved size by welding and all labour charges | 111.24 | kg | 202.85 ₹22,565.03 Lowest | 212.4 ₹23,627.38 | 210.18 ₹23,380.42 |
| 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) | 8.18 | cum | 8,423.04 ₹68,866.78 Lowest | 8,819.26 ₹72,106.27 | 8,727.39 ₹71,355.14 |
| 1.01 | OD133129/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge | 247 | sqm | 1,063.87 ₹2,62,775.89 Lowest | 1,113.7 ₹2,75,083.9 | 1,102.31 ₹2,72,270.57 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
4 Aug 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer, LIDEW SUB DIVISION, Vazhakulam Block Panchayath
VBP-94/2025-26 MALEKKAMOLAM MALIEKKAPADY JEMADINJAL ROAD SIDE TILE PAVING AND FENCING-KIZHAKKAMBALAM GRAMA PANCHAYATH WARD 16
2025_LSGD_778860_4
02/2025-26/AE/LSGD/VKLM
Open Tender
Civil Works - Others
Item Rate
180 days
VAZHAKKULAM BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
28 Mar 2026
26 Jul 2025
6 Aug 2025
26 Jul 2025
4 Aug 2025
26 Jul 2025
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