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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC As per quoted | |
| 2 | L2₹6.6 L+₹7,774.26 (1.19%)Rejected-AOC N A | NA | NA | 121004 | L2 | Rejected-AOC Rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected | |
| 4 | Rejected-Technical N A | NA | NA | 121004 | - | Rejected-Technical Rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | P V OUSEPH L6 | M O POULOSE L4 | PAUL K VINCENT L3 | DAISY JOSEPH L1 | Aemond Ventures Pvt Ltd L2 | Musammil L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Interlock Laying | |||||||||
| 1.00 | OD37710/2025-2026:Sectioning up to 150 mm and forming the surface for new road way including clearing the road way of any debris, leveling, cambering etc all complete as per the instruction of departmental engineer. | 476.55 | sqm | 45 ₹21,444.53 | 54.91 ₹26,167.09 | 54.72 ₹26,076.54 | 55 ₹26,209.98 | 50 ₹23,827.25 | 17 ₹8,101.27 Lowest |
| 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 | 47.66 | cum | 2,900 ₹1,38,202.4 | 2,937.33 ₹1,39,981.4 | 2,927.32 ₹1,39,504.36 | 2,888 ₹1,37,630.53 | 3,000 ₹1,42,968 | 2,500 ₹1,19,140 Lowest |
| 1.00 | OD37711/2025-2026:Supplying and laying Interlocking tile of 80 mm or nearest size thickness having M 40 Minimum Compressive Strength after providing a layer of 6 mm aggregate for 5 cm thickness. Laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc.; complete. | 415.23 | per sqm | 1,100 ₹4,56,747.5 | 1,021.1 ₹4,23,986.25 | 1,017.61 ₹4,22,537.11 | 999 ₹4,14,809.78 Lowest | 1,000 ₹4,15,225 | 1,135 ₹4,71,280.38 |
| 1.00 | OD37712/2025-2026:Providing Plain cement concrete for road work Exclusive of form work, 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 25 mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4). Modified 75.8.1 | 8.78 | cum | 7,850 ₹68,915.15 Lowest | 8,092.4 ₹71,043.18 | 8,064.82 ₹70,801.05 | 8,300 ₹72,865.7 | 8,000 ₹70,232 | 8,200 ₹71,987.8 |
| 1.00 | OD37738/2025-2026:Supplying and fixing granite name board of slab area less than 0.90 sqm in suitable place including engraving and painting letters etc. complete as per direction of Engineer in charge at site. | 0.9 | sqm | 5,000 ₹4,500 | 7,815.64 ₹7,034.08 | 7,789 ₹7,010.1 | 180 ₹162 Lowest | 8,000 ₹7,200 | 5,000 ₹4,500 |
Tender Value
₹7.6 L
EMD Value
₹18,983
Closing Date
2 Feb 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer, LID EW section, Koovappady
Annual Plan-44/25-26-Thottuva Church P B Sound Canal Bund Road Tile Paving in Ward- 03 in Koovappady GP-General Civil Work
2026_LSGD_829429_1
01/T5/AE/LIDEW/KVPDY/25-26
Open Tender
Civil Works - Roads
Item Rate
365 days
Koovappady GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,675
₹18,983
7 Mar 2026
24 Jan 2026
4 Feb 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
Interlock Laying
OD37710/2025-2026:Sectioning up to 150 mm and forming the surface for new road way including clearing the road way of any debris, leveling, cambering etc all complete as per the instruction of departmental engineer.
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
OD37711/2025-2026:Supplying and laying Interlocking tile of 80 mm or nearest size thickness having M 40 Minimum Compressive Strength after providing a layer of 6 mm aggregate for 5 cm thickness. Laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc.; complete.
OD37712/2025-2026:Providing Plain cement concrete for road work Exclusive of form work, 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 25 mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4). Modified 75.8.1
OD37738/2025-2026:Supplying and fixing granite name board of slab area less than 0.90 sqm in suitable place including engraving and painting letters etc. complete as per direction of Engineer in charge at site.
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