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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC | ₹16.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.9 LRejected-AOC | ₹18.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Sijo P. L L2 | WILSON THOMAS L1 |
|---|---|---|---|---|---|
| 1.00Construction of retaining wall | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 582 | sqm | 20.37 ₹11,855.34 | 19.92 ₹11,593.44 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 78.57 | cum | 848.42 ₹66,660.36 | 829.48 ₹65,172.24 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 104.76 | cum | 288.55 ₹30,228.50 | 282.1 ₹29,552.80 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 349.62 | sqm | 432.5 ₹1.5 L | 422.85 ₹1.5 L |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 47.14 | cum | 1,921.79 ₹90,597.02 | 1,878.89 ₹88,574.63 |
| 1.01 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 31.43 | cum | 3,323.25 ₹1.0 L | 3,249.07 ₹1.0 L |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 26.19 | cum | 8,884.84 ₹2.3 L | 8,686.51 ₹2.3 L |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 61.11 | cum | 9,597.44 ₹5.9 L | 9,383.21 ₹5.7 L |
| 1.01 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 30.55 | cum | 816.92 ₹24,960.99 | 798.68 ₹24,403.67 |
Updated dates
Tender Value
₹16.9 L
EMD Value
₹42,230
Closing Date
11 Nov 2025, 12:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Minor Irrigation division Ernakulam
Bund road formation of Thandirikkal Kadav Road under Veliyathunadu No.1 LIS in ward 8 of Karumallur Panchayath
2025_Irrig_817224_1
EE/MIDVN/EKM/19/ET/2025-26/ST
Open Tender
Civil Works - Others
150 days
Karumallur Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,230
Yes
24 Apr 2026
30 Oct 2025
12 Nov 2025
30 Oct 2025
11 Nov 2025
30 Oct 2025
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