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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | ₹8.9 L | L1 | Accepted-AOC 1st Lowest bidder |
| 2 | L2₹9.0 L+₹1,461.23 (0.16%)Rejected-AOC | ₹9.0 L+₹1,461.23 (0.16%) | L2 | Rejected-AOC 2nd Lowest bidder |
| 3 | L3₹10.2 L+₹1.2 L (13.8%)Rejected-AOC | ₹10.2 L+₹1.2 L (13.8%) | L3 | Rejected-AOC 3rd Lowest bidder |
| Sl No | Description | Qty | Unit | Sreekumar C K L1 | G.RAMACHANDRAN L3 | FATHIMA.A L2 |
|---|---|---|---|---|---|---|
| 1.00Canal rectification works | ||||||
| 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. | 60 | sqm | 6.5 ₹390 Lowest | 7.43 ₹445.8 | 6.54 ₹392.4 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 2.85 | cum | 1,094 ₹3,123.37 | 1,245.1 ₹3,554.76 | 1,024.4 ₹2,924.66 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 | 26.55 | cum | 181 ₹4,806.27 Lowest | 206.36 ₹5,479.68 | 181.63 ₹4,823 |
| 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) | 32.25 | cum | 5,584 ₹1,80,067.25 Lowest | 6,354.24 ₹2,04,905.18 | 5,592.69 ₹1,80,347.47 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 347.14 | sqm | 271 ₹94,073.86 Lowest | 309.31 ₹1,07,372.64 | 272.24 ₹94,504.3 |
| 1.01 | 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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 78.54 | cum | 5,888 ₹4,62,443.52 Lowest | 6,700 ₹5,26,218 | 5,897.02 ₹4,63,151.95 |
| 1.01 | 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) | 16.59 | cum | 6,502 ₹1,07,848.67 Lowest | 7,398 ₹1,22,710.63 | 6,511.36 ₹1,08,003.93 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 158.58 | sqm | 242 ₹38,375.39 Lowest | 275.38 ₹43,668.66 | 242.37 ₹38,434.07 |
| 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. | 14.96 | cum | 224 ₹3,351.04 Lowest | 255.09 ₹3,816.15 | 224.52 ₹3,358.82 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
20 Jun 2026, 4:00 pmClosed
Assistant Executive Engineer
O/O The Assistant Executive Engineer, Irrigation Sub Division Nemmara, Palakkad 678508
The work is proposed for the rectification of RB main canal between ch. 7 / 225 km and 7 / 285 km
2026_Irrig_855005_1
IRR/PI/TR/4868/2025_5_1_1/1 NMA
Open Tender
Civil Works - Canal
Item Rate
365 days
Nemmara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,778
Yes
25 Jul 2026
9 Jun 2026
26 Jun 2026
9 Jun 2026
20 Jun 2026
9 Jun 2026
9 Jun 2026 - 12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Canal rectification works | |||||
| 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 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 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 | 1 | cum | - | - |
| 1.004 | 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) | 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 | 0.4 | sqm | - | - |
| 1.006 | 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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 0.4 | sqm | - | - |
| 1.009 | 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. | - | cum | - | - |
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