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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHAJI ANTONY L2 | P M Shaji L1 | DIPU M V L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||
| 1.00 | OD131273/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 552 | sqm | 25 ₹13,800 | 20 ₹11,040 Lowest | 30 ₹16,560 |
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> 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. <br> (i) For Grading I Material | 11.38 | cum | 3,000 ₹34,125 | 2,500 ₹28,437.5 Lowest | 3,000 ₹34,125 |
| 1.00 | OD131274/2025-2026:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 82.8 | cum | 7,100 ₹5,87,880 | 6,200 ₹5,13,360 Lowest | 7,800 ₹6,45,840 |
| 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 | 21.6 | cum | 400 ₹8,640 | 350 ₹7,560 Lowest | 440 ₹9,504 |
| 1.00 | OD131285/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with departmental rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 48.1 | cum | 3,500 ₹1,68,350 | 3,300 ₹1,58,730 Lowest | 4,000 ₹1,92,400 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.62 | cum | 8,500 ₹22,312.5 | 8,000 ₹21,000 Lowest | 8,000 ₹21,000 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.08 | tonne | 1,00,000 ₹7,700 | 95,000 ₹7,315 Lowest | 1,00,700 ₹7,753.9 |
Tender Value
₹10.6 L
EMD Value
₹26,478
Closing Date
26 Sept 2025, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2025_LSGD_799008_1
ET133/DPEKM/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
240 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,478
Yes
7 Mar 2026
19 Sept 2025
29 Sept 2025
19 Sept 2025
26 Sept 2025
19 Sept 2025
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