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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹7.6 LAccepted-AOC | l1 | Accepted-AOC accepted | |
| 2 | l2₹7.7 L+₹10,884.21 (1.43%)Rejected-Finance | l2 | Rejected-Finance second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Highest rate |
| Sl No | Description | Qty | Unit | Sreekumar V N L2 | GEORGE JOHN L3 | RADHAKRISHNAN T L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of shade house | ||||||
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 7 | each | 502.27 ₹3,515.89 | 518 ₹3,626 | 495.17 ₹3,466.19 Lowest |
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 200 | sqm | 8.45 ₹1,690 | 9 ₹1,800 | 8.34 ₹1,668 Lowest |
| 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 | 9.59 | cum | 328.02 ₹3,146.04 | 338 ₹3,241.76 | 323.39 ₹3,101.63 Lowest |
| 1.00 | 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) | 3.04 | cum | 7,234 ₹22,027.53 | 7,457 ₹22,706.57 | 7,131.67 ₹21,715.94 Lowest |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.09 | cum | 9,086.1 ₹55,334.35 | 9,366 ₹57,038.94 | 8,957.58 ₹54,551.66 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 35.41 | sqm | 352.13 ₹12,468.92 | 363 ₹12,853.83 | 347.16 ₹12,292.94 Lowest |
| 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 | 426.3 | kilogram | 102.52 ₹43,704.28 | 106 ₹45,187.8 | 101.08 ₹43,090.4 Lowest |
| 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) | 1.94 | cum | 7,814.19 ₹15,190.79 | 8,055 ₹15,658.92 | 7,703.66 ₹14,975.92 Lowest |
| 1.01 | OD1036/2025-2026:Random rubble masonry with departmental hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 7.99 | cum | 5,389.95 ₹43,049.53 | 5,556 ₹44,375.77 | 5,313.72 ₹42,440.68 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,176
Closing Date
4 Oct 2025, 5:00 pmClosed
Assistant Executive Engineer (Agri)Kottayam
O/o Assistant Executive Engineer (Agri)Kottayam
GENERAL-Annual Plan 2025-26 - State Seed Farm Kozha-Construction of Shade House General Civil Work
2025_AGRI_801671_1
AE(3)488/2025
Open Tender
Civil Works - Others
Item Rate
180 days
SSF Kozha
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,176
24 Dec 2025
24 Sept 2025
6 Oct 2025
24 Sept 2025
4 Oct 2025
24 Sept 2025
Amount
Construction of shade house
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
4.1.8: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)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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)
OD1036/2025-2026:Random rubble masonry with departmental hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
OD1037/2025-2026:Modified Data 2.25 Back Filling using available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
OD1038/2025-2026:Modified Data Old 51.2.3 Supplying and filling Quarry muck in foundation trenches for stabilizing the top clay layer including watering, ramming, consolidating and dressing, etc. complete for improving bearing capacity of soil.
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth 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)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.71:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer - in- Charge.
13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD1039/2025-2026:Supplying and laying UV stabilized polyethyelene film 200 micron thick, IR blocking , Ant drip/fog , diffused multilyer on the truss work with aluminium locking profile with zigzag springs galvanised with hex washer (aluminium locking profile and fixing rate paid seperately)
OD1040/2025-2026:Supplying and laying shde net 50% for shade house including fixing in position tying using nylon wire etc.complete
OD1041/2025-2026:supplying and fixing Aluminium locking profile with zig zag spring and lifting and locking arrangement
Sreekumar V N (BID ID -2371652)
GEORGE JOHN (BID ID -2369445)
Bidder Name
GEORGE JOHN
Sreekumar V N
RADHAKRISHNAN T
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