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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance | ₹1.1 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 Cr+₹17,915.26 (0.16%)Admitted-Fee/PreQual/Technical/Finance | ₹1.2 Cr+₹17,915.26 (0.16%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.2 Cr+₹5.5 L (4.79%)Admitted-Fee/PreQual/Technical/Finance KOOTTUPURAKKAL | ₹1.2 Cr+₹5.5 L (4.79%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.2 Cr+₹9.3 L (8.07%)Admitted-Fee/PreQual/Technical/Finance | ₹1.2 Cr+₹9.3 L (8.07%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹1.3 Cr+₹10.8 L (9.41%)Admitted-Fee/PreQual/Technical/Finance | ₹1.3 Cr+₹10.8 L (9.41%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sreekumar C K L1 | manoj.k L2 | AR CONSTRUCTIONS L7 | Ramakrishnan L11 | salam mk L4 | VT MOHAMMED L5 | ACCURATE INFRASTRUCTURE L13 | Robin Mathew L6 | MUHAMMEDBASHEER.KA L3 | TBAS CONSTRUCTIONS L14 | MRSCO BUILDERS PVT LTD L12 | HAMZA K K L9 | Abeesh Mon P.A L10 | C. H. MOHAMMED ASHARAF L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of field channel -Reach II | |||||||||||||||||
| 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 | 1,130.19 | cum | 183 ₹2,06,824.77 | 183.69 ₹2,07,604.6 | 160.75 ₹1,81,678.04 Lowest | 165.54 ₹1,87,091.65 | 231.5 ₹2,61,638.99 | 200 ₹2,26,038 | 239 ₹2,70,115.41 | 350 ₹3,95,566.5 | 185 ₹2,09,085.15 | 243 ₹2,74,636.17 | 233.9 ₹2,64,351.44 | 219.78 ₹2,48,393.16 | 231.3 ₹2,61,412.95 | 227.98 ₹2,57,660.72 |
| 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) | 205.71 | cum | 5,648 ₹11,61,850.08 Lowest | 5,655 ₹11,63,290.05 | 7,009.61 ₹14,41,946.87 | 7,218.38 ₹14,84,892.95 | 7,000 ₹14,39,970 | 6,179 ₹12,71,082.09 | 7,353 ₹15,12,585.63 | 6,700 ₹13,78,257 | 5,711 ₹11,74,809.81 | 7,930 ₹16,31,280.3 | 7,218.91 ₹14,85,001.98 | 6,998.27 ₹14,39,614.12 | 6,930 ₹14,25,570.3 | 7,036.47 ₹14,47,472.24 |
| 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) | 727.6 | cum | 7,468 ₹54,33,679.46 Lowest | 7,478 ₹54,40,955.41 | 9,268.02 ₹67,43,365.01 | 9,544.04 ₹69,44,195.78 | 8,800 ₹64,02,836 | 8,170 ₹59,44,451.15 | 9,723 ₹70,74,406.19 | 8,750 ₹63,66,456.25 | 8,000 ₹58,20,760 | 10,490 ₹76,32,471.55 | 9,545.13 ₹69,44,988.86 | 9,329.62 ₹67,88,184.86 | 9,900 ₹72,03,190.5 | 9,303.9 ₹67,69,471.12 |
| 1.00 | 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 | 26,032.22 | kilogram | 80 ₹20,82,578 Lowest | 80 ₹20,82,578 Lowest | 99.34 ₹25,86,041.23 | 102.3 ₹26,63,096.62 | 90 ₹23,42,900.25 | 87.25 ₹22,71,311.63 | 104 ₹27,07,351.4 | 110 ₹28,63,544.75 | 85 ₹22,12,739.13 | 113 ₹29,41,641.43 | 102.31 ₹26,63,356.94 | 100.95 ₹26,27,953.11 | 99 ₹25,77,190.28 | 99.35 ₹25,86,301.55 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 3,643.6 | sqm | 597 ₹21,75,229.2 | 519 ₹18,91,028.4 | 741.9 ₹27,03,186.84 | 763.99 ₹27,83,673.96 | 400 ₹14,57,440 Lowest | 654.04 ₹23,83,060.14 | 778 ₹28,34,720.8 | 600 ₹21,86,160 | 600.5 ₹21,87,981.8 | 840 ₹30,60,624 | 763.57 ₹27,82,143.65 | 736.5 ₹26,83,511.4 | 720 ₹26,23,392 | 744.27 ₹27,11,822.17 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 77.84 | sqm | 684 ₹53,242.56 | 685 ₹53,320.4 | 849.36 ₹66,114.18 | 874.66 ₹68,083.53 | 500 ₹38,920 | 748.8 ₹58,286.59 | 891 ₹69,355.44 | 650 ₹50,596 | 650 ₹50,596 | 961 ₹74,804.24 | 874.61 ₹68,079.64 | 837.73 ₹65,208.9 | 495 ₹38,530.8 Lowest | 852.5 ₹66,358.6 |
| 1.01 | 7.1.1:Random rubble masonry with 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) | 31.44 | cum | 5,830 ₹1,83,295.2 | 5,945 ₹1,86,910.8 | 7,372.42 ₹2,31,788.88 | 7,591.98 ₹2,38,691.85 | 7,100 ₹2,23,224 | 6,500 ₹2,04,360 | 7,734 ₹2,43,156.96 | 5,750 ₹1,80,780 Lowest | 6,000 ₹1,88,640 | 8,345 ₹2,62,366.8 | 7,592.96 ₹2,38,722.66 | 7,398.65 ₹2,32,613.56 | 7,650 ₹2,40,516 | 7,401.07 ₹2,32,689.64 |
| 1.01 | 2.25:Filling 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. | 833.13 | cum | 226 ₹1,88,288.06 | 225 ₹1,87,454.93 | 160.53 ₹1,33,742.84 | 165.31 ₹1,37,725.22 | 290 ₹2,41,608.57 | 248 ₹2,06,616.98 | 295 ₹2,45,774.24 | 350 ₹2,91,596.55 | 229 ₹1,90,787.46 | 318 ₹2,64,936.29 | 289.41 ₹2,41,117.02 | 265.63 ₹2,21,305.12 | 108 ₹89,978.36 Lowest | 282.09 ₹2,35,018.49 |
| 1.01 | OD1883/2026-2027: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 | 16 | cum | 647 ₹10,352 Lowest | 782 ₹12,512 | 1,100 ₹17,600 | 1,100 ₹17,600 | 850 ₹13,600 | 708 ₹11,328 | 843 ₹13,488 | 1,270 ₹20,320 | 654 ₹10,464 | 922 ₹14,752 | 982.91 ₹15,726.56 | 1,322.77 ₹21,164.32 | 1,350 ₹21,600 | 806.37 ₹12,901.92 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
18 Sept 2026, 3:00 pmClosed
Director of Agriculture
State Agricultural Engineer, Directorate of Agriculture.
PM-RKVY26-27 Concreting the canal running through fields of Kollengode Padashekhara Samithy -Prevent Flooding-Side Protection wall of Thodu and const of Field Channel No. 1-Reach II.
2026_AGRI_867045_1
ADFW/9324/2026-TG4
Open Tender
Civil Works - Canal
Item Rate
730 days
fields of Kollengode Padashekhara Samithy
pl refer tender docs
9 documents required · 9 mandatory
₹5,515
Yes
₹50,000
Yes
19 Sept 2026
1 Sept 2026
19 Sept 2026
1 Sept 2026
18 Sept 2026
1 Sept 2026
1 Sept 2026 - 18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of field channel -Reach II | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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 | 1 | kilogram | - | - |
| 1.005 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.007 | 7.1.1:Random rubble masonry with 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) | - | cum | - | - |
| 1.008 | 2.25:Filling 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. | 0.2 | cum | - | - |
| 1.009 | OD1883/2026-2027: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 | - | cum | - | - |
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