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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.0 LAccepted-AOC | ₹61.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹63.4 L+₹2.4 L (3.96%)Rejected-AOC | ₹63.4 L+₹2.4 L (3.96%) | L2 | Rejected-AOC L2 |
| 3 | L3₹67.7 L+₹6.7 L (11.0%)Rejected-AOC | ₹67.7 L+₹6.7 L (11.0%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | manoj.k L3 | Krishnamoorthy L2 | M KAJHA HUSSAIN L1 |
|---|---|---|---|---|---|---|
| 1.00appendix 1 | ||||||
| 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. | 1,260 | sqm | 9.27 ₹11,680.2 | 8.68 ₹10,936.8 | 8.35 ₹10,521 Lowest |
| 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 | 125 | hour | 455.83 ₹56,978.75 | 427 ₹53,375 | 410.7 ₹51,337.5 Lowest |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 170.25 | cum | 757.52 ₹1,28,967.78 | 709.79 ₹1,20,841.75 | 682.53 ₹1,16,200.73 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 | 3,132.1 | cum | 257.63 ₹8,06,922.92 | 241 ₹7,54,836.1 | 232.12 ₹7,27,023.05 Lowest |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 262.26 | cum | 3,993.46 ₹10,47,324.82 | 3,742 ₹9,81,376.92 | 3,598.11 ₹9,43,640.33 Lowest |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 119.17 | cum | 1,715.88 ₹2,04,490 | 1,607.78 ₹1,91,607.18 | 1,546.01 ₹1,84,245.74 Lowest |
| 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) | 23.4 | cum | 8,343.49 ₹1,95,237.67 | 7,817.85 ₹1,82,937.69 | 7,517.48 ₹1,75,909.03 Lowest |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 30.38 | cum | 6,831.14 ₹2,07,495.88 | 6,400.77 ₹1,94,423.39 | 6,154.86 ₹1,86,953.87 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 328 | sqm | 386.16 ₹1,26,660.48 | 361.83 ₹1,18,680.24 | 347.93 ₹1,14,121.04 Lowest |
Tender Value
₹67.7 L
EMD Value
₹50,000
Closing Date
23 Mar 2026, 4:00 pmClosed
Executive Engineer
Minor Irrigation Division Palakkad
EWE RRM Cement concrete steel reinforcement pcc plastering etc
2026_Irrig_847658_1
IRR/IA/TR/5240/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
360 days
Vadakkencherry grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
22 Jun 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
16 Mar 2026 - 18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1appendix 1 | |||||
| 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 | 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 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.006 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 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) | 1 | cum | - | - |
| 1.008 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | cum | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
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