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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | ₹16.3 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹16.9 L+₹61,011.05 (3.73%)Rejected-AOC | ₹16.9 L+₹61,011.05 (3.73%) | L2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | M KAJHA HUSSAIN L1 | FATHIMA.A L2 |
|---|---|---|---|---|---|
| 1.00appendix 1 | |||||
| 1.00 | 60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 65 | each | 528.87 ₹34,376.55 Lowest | 548.62 ₹35,660.3 |
| 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 | 18 | hour | 439.42 ₹7,909.56 Lowest | 455.83 ₹8,204.94 |
| 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. | 15 | metre | 1,366.95 ₹20,504.25 Lowest | 1,418 ₹21,270 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 11.18 | cum | 499.23 ₹5,581.39 Lowest | 517.87 ₹5,789.79 |
| 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 | 12.92 | cum | 248.36 ₹3,208.81 Lowest | 257.63 ₹3,328.58 |
| 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) | 1.08 | cum | 7,647.31 ₹8,259.09 Lowest | 7,932.89 ₹8,567.52 |
| 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) | 11.91 | cum | 8,260.65 ₹98,384.34 Lowest | 8,569.14 ₹1,02,058.46 |
| 1.01 | 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) | 104.59 | cum | 9,605.23 ₹10,04,572.58 Lowest | 9,963.93 ₹10,42,087.58 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 175.41 | sqm | 372.26 ₹65,298.13 Lowest | 386.16 ₹67,736.33 |
Tender Value
₹16.9 L
EMD Value
₹42,366
Closing Date
20 May 2026, 4:00 pmClosed
Executive Engineer ,Minor Irrigation Division, Pal
Executive Engineer ,Minor Irrigation Division, Palakkad
Construction of Check Dam across Kalchadipuzha at Kayaradi in Ayilur Gramapanchayath
2026_Irrig_850612_1
IRR/IA/TR/8428/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Kayaradi in Ayilur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹42,366
Yes
2 Jul 2026
13 May 2026
22 May 2026
13 May 2026
20 May 2026
13 May 2026
13 May 2026 - 16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1appendix 1 | |||||
| 1.001 | 60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | - | each | - | - |
| 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 | 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 | - | - |
| 1.004 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | 0.4 | cum | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
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