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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC | ₹2.8 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Yohannan J L2 | SURESH KUMAR T CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00Civil works | |||||
| 1.00 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil | 11.98 | cum | 350 ₹4,192.65 Lowest | 358 ₹4,288.48 |
| 1.00 | 4.1.6
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 : 6 graded stone aggregate 40 mm
nominal size) | 4.89 | cum | 8,300 ₹40,562.1 Lowest | 8,360 ₹40,855.32 |
| 1.00 | 4.1.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20
mm nominal size) | 3.8 | cum | 9,300 ₹35,321.4 Lowest | 9,700 ₹36,840.6 |
| 1.00 | 50.6.1.7
Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 4.18 | cum | 6,790 ₹28,355.04 Lowest | 6,800 ₹28,396.8 |
| 1.00 | 50.6.1.9
Solid block masonry using pre cast solid blocks( Factory made) of size 40x20x15 cm or nearest available
size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with
thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4.87 | cum | 8,900 ₹43,360.8 Lowest | 8,900 ₹43,360.8 Lowest |
| 1.01 | 13.1.1
12 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) | 92.76 | sqm | 390 ₹36,176.4 | 369 ₹34,228.44 Lowest |
| 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 | 32.4 | cum | 725 ₹23,490 Lowest | 729 ₹23,619.6 |
| 1.01 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers | 5.46 | sqm | 150 ₹819 Lowest | 762 ₹4,160.52 |
| 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 | 303.84 | kilogram | 125 ₹37,980 | 112 ₹34,030.08 Lowest |
Tender Value
₹2.8 L
EMD Value
₹6,990
Closing Date
15 Jan 2026, 3:00 pmClosed
Managing Director, Matsyafed
Matsyafed Head Office, Kamaleswaram, Manacaud P.O, Thiruvananthapuram
Concrete platform for placing two acid tanks of 10 T capacity
2026_MFED_825144_1
MFED/721/2025-ENGG
Open Tender
Civil Works - Buildings
Item Rate
60 days
Matsyafed Chitosan Plant, Neendakara
Please refer Tender documents.
10 documents required · 10 mandatory
₹620
₹6,990
23 May 2026
1 Jan 2026
17 Jan 2026
1 Jan 2026
15 Jan 2026
1 Jan 2026
Civil works
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.6 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 : 6 graded stone aggregate 40 mm nominal size)
4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
50.6.1.7 Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
50.6.1.9 Solid block masonry using pre cast solid blocks( Factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1 12 mm cement plaster of mix:1:4 (1 cement : 4 fine sand)
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
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
Plumbing
50.18.8.7.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc 63 mm pipe 4 kgf/ cm2
50.18.7.4.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
18.17.5 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
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