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| Sl No | Description | Qty | Unit | Rashid K L2 | NIYAS E L1 |
|---|---|---|---|---|---|
| 1.00Construction of Rain shelters | |||||
| 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. | 560 | sqm | 8.52 ₹4,771.2 | 7.97 ₹4,463.2 Lowest |
| 1.00 | OD5411/2025-2026:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead (pipes). Modified DSoR 15.17.2 | 3,886.89 | kg | 1.63 ₹6,335.63 | 1.52 ₹5,908.07 Lowest |
| 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 | 13.83 | cum | 236.63 ₹3,272.59 | 221.25 ₹3,059.89 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.24 | cum | 8,483.41 ₹35,961.17 | 7,931.99 ₹33,623.71 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.67 | sqm | 354.69 ₹2,011.09 | 331.64 ₹1,880.4 Lowest |
| 1.01 | OD5463/2025-2026:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying two coats of epoxy paint over a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete as per the direction of officer in charge (Modified DSoR 50.10.2) | 423.25 | kg | 187.4 ₹79,317.05 | 175.22 ₹74,161.87 Lowest |
| 1.01 | OD5446/2025-2026: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 two coats of epoxy paint over a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete as per the direction of officer in charge ( Modified DSoR 50.10.1) | 2,907.78 | kg | 219.96 ₹6,39,595.29 | 205.66 ₹5,98,014.03 Lowest |
| 1.01 | 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. | 53.12 | kilogram | 107.18 ₹5,693.51 | 100.21 ₹5,323.26 Lowest |
| 1.01 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 20.23 | cum | 6,197.52 ₹1,25,406.82 | 5,794.68 ₹1,17,255.35 Lowest |
Tender Value
₹13.5 L
EMD Value
₹33,808
Closing Date
12 Feb 2026, 5:00 pmClosed
Asst. Exe. Engg (Agri), Malappuram
O/o Assistant Executive Engineer (Agri), Malappuram
Construction of Rain shelter at DAF Chungathara-SMAF 2025-26
2026_AGRI_833405_1
AGRI/DOA/TR/248/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
30 days
DAF Chungathara
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹33,808
Yes
20 Aug 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
5 Feb 2026 - 12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Rain shelters | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.002 | OD5411/2025-2026:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead (pipes). Modified DSoR 15.17.2 | 1 | kg | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.006 | OD5463/2025-2026:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying two coats of epoxy paint over a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete as per the direction of officer in charge (Modified DSoR 50.10.2) | - | kg | - | - |
| 1.007 | OD5446/2025-2026: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 two coats of epoxy paint over a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete as per the direction of officer in charge ( Modified DSoR 50.10.1) | - | kg | - | - |
| 1.008 | 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. | - | kilogram | - | - |
| 1.009 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1 | cum | - | - |
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