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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.9 LAccepted-AOC | ₹56.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹59.3 L+₹2.3 L (4.10%)Rejected-AOC | ₹59.3 L+₹2.3 L (4.10%) | L2 | Rejected-AOC L2 |
| 3 | L3₹62.2 L+₹5.2 L (9.18%)Rejected-AOC | ₹62.2 L+₹5.2 L (9.18%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | BABUS ANTONY L1 | GOPINATHAN P L2 | THOMASKUTTY DEVASIA L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of VCB cum tractorway | ||||||
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 8.9 | metre | 1,212.48 ₹10,791.07 Lowest | 1,262.21 ₹11,233.67 | 1,323.77 ₹11,781.55 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 160 | hour | 384.49 ₹61,518.4 Lowest | 400.26 ₹64,041.6 | 419.78 ₹67,164.8 |
| 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 | 1,021.96 | cum | 216.89 ₹2,21,651.82 Lowest | 225.78 ₹2,30,737 | 236.79 ₹2,41,988.72 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 23.9 | cum | 2,497.98 ₹59,711.71 Lowest | 2,600.45 ₹62,161.16 | 2,727.28 ₹65,192.9 |
| 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) | 106.24 | cum | 7,775.46 ₹8,26,088.2 Lowest | 8,094.41 ₹8,59,974.4 | 8,489.21 ₹9,01,919.14 |
| 1.01 | 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) | 48.1 | cum | 8,830.15 ₹4,24,712.55 Lowest | 9,192.37 ₹4,42,134.61 | 9,640.71 ₹4,63,698.87 |
| 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 | 2,500.68 | kilogram | 94.65 ₹2,36,689.36 Lowest | 98.53 ₹2,46,392 | 103.33 ₹2,58,395.26 |
| 1.01 | 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) | 16.5 | cum | 6,678.44 ₹1,10,194.26 Lowest | 6,952.38 ₹1,14,714.27 | 7,291.48 ₹1,20,309.42 |
| 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) | 29.79 | cum | 7,214.07 ₹2,14,871.07 Lowest | 7,509.99 ₹2,23,685.05 | 7,876.29 ₹2,34,595.3 |
Tender Value
₹63.1 L
EMD Value
₹50,000
Closing Date
23 Mar 2026, 6:00 pmClosed
Executive Engineer Minor Irrigation Division Kannu
Office of the Executive Engineer Minor Irrigation Division Kannur (PO) Civil station Kannur 670002
Construction of VCB cum tractorway across Kulavayal thodu at Kulavayal in Mangalassery Padashegharam in Pattuvam Panchayath Kalliassery Constituency Kannur District
2026_Irrig_846909_1
IRR/IA/TR/904/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Pattuvam Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
13 Aug 2026
12 Mar 2026
26 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of VCB cum tractorway | |||||
| 1.001 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - |
| 1.002 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 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 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | - | cum | - | - |
| 1.005 | 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) | 0.2 | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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) | - | cum | - | - |
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