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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-AOC | ₹30.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MUJEEB RAHMAN K L1 | ASRAF A L2 | AHAMMED FANAS M A L3 |
|---|---|---|---|---|---|---|
| 1.00GROUND SIDE PROTECTION WORK | ||||||
| 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 | 397.5 | cum | 211.9 ₹84,230.25 | 229.3 ₹91,146.75 | 260 ₹1.0 L |
| 1.00 | OD309665/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 15.9 | cum | 811.8 ₹12,907.62 | 878.3 ₹13,964.97 | 2,250 ₹35,775 |
| 1.00 | OD308243/2025-2026:(Item 60.7.1) DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted 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 | 639.18 | cum | 3,285 ₹21.0 L | 3,554.4 ₹22.7 L | 3,800 ₹24.3 L |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 40.81 | cum | 8,627.9 ₹3.5 L | 9,335.5 ₹3.8 L | 8,890 ₹3.6 L |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 59.84 | sqm | 627.5 ₹37,549.60 | 679 ₹40,631.36 | 340 ₹20,345.60 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 3,697.28 | kilogram | 92.5 ₹3.4 L | 100.1 ₹3.7 L | 80 ₹3.0 L |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge | 173.84 | cum | 600 ₹1.0 L | 649.2 ₹1.1 L | 440 ₹76,489.60 |
| 1.01 | OD308247/2025-2026:Supplying and fixing SHILAPHALAKAM with granite stone of size 500x600 mm or nearest size on prepare with wall malayalm letters of specified size hard stone | 1 | each | 2,804.1 ₹2,804.10 | 3,034 ₹3,034 | 5,000 ₹5,000 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
13 Jan 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Ground
2026_LSGD_825974_1
EE/LSGD/KKD/253/2025-26
Open Tender
Civil Works - Others
365 days
Mukkam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
16 Mar 2026
6 Jan 2026
15 Jan 2026
6 Jan 2026
13 Jan 2026
6 Jan 2026
GROUND SIDE PROTECTION WORK
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
OD309665/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD308243/2025-2026:(Item 60.7.1) DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted 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
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge
OD308247/2025-2026:Supplying and fixing SHILAPHALAKAM with granite stone of size 500x600 mm or nearest size on prepare with wall malayalm letters of specified size hard stone
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