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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-AOC | ₹49.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹50.8 L+₹1.3 L (2.72%)Rejected-AOC | ₹50.8 L+₹1.3 L (2.72%) | L2 | Rejected-AOC L2 |
| 3 | L3₹56.0 L+₹6.6 L (13.3%)Rejected-AOC | ₹56.0 L+₹6.6 L (13.3%) | L3 | Rejected-AOC L3 |
| 4 | L4₹58.3 L+₹8.9 L (18.0%)Rejected-AOC | ₹58.3 L+₹8.9 L (18.0%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | manoj.k L2 | Krishnamoorthy L1 | TONY SKARIA L3 | Eldhose K.S. L4 |
|---|---|---|---|---|---|---|---|
| 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. | 350 | sqm | 9 ₹3,150 Lowest | 9 ₹3,150 Lowest | 10 ₹3,500 | 10 ₹3,500 |
| 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 | 918.37 | cum | 257 ₹2,36,021.09 | 250 ₹2,29,592.5 Lowest | 266 ₹2,44,286.42 | 266 ₹2,44,286.42 |
| 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 | 37 | hour | 455 ₹16,835 | 443.5 ₹16,409.5 Lowest | 609 ₹22,533 | 609 ₹22,533 |
| 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. | 55 | cum | 757 ₹41,635 | 737 ₹40,535 Lowest | 975 ₹53,625 | 975 ₹53,625 |
| 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 | 435.76 | cum | 3,993 ₹17,39,973.71 | 3,885.6 ₹16,93,173.51 Lowest | 6,600 ₹28,75,989.6 | 7,100 ₹30,93,867.6 |
| 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 | 41.25 | cum | 1,715 ₹70,743.75 | 1,669.55 ₹68,868.94 Lowest | 2,377 ₹98,051.25 | 2,377 ₹98,051.25 |
| 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) | 101.25 | cum | 8,343 ₹8,44,728.75 | 8,118 ₹8,21,947.5 | 6,300 ₹6,37,875 Lowest | 6,400 ₹6,48,000 |
| 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) | 3.08 | cum | 7,930 ₹24,424.4 | 7,718.7 ₹23,773.6 | 7,100 ₹21,868 Lowest | 7,100 ₹21,868 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 245.96 | sqm | 386 ₹94,940.56 | 375.7 ₹92,407.17 Lowest | 376 ₹92,480.96 | 376 ₹92,480.96 |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
23 Mar 2026, 4:00 pmClosed
Executive Engineer
Minor Irrigation Palakkad
ewe, rrm dr cement concrete, RCC PCC plastering etc
2026_Irrig_847694_1
IRR/IA/TR/6189/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
360 days
Kizhakkencherry gr pt
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
18 Jun 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
16 Mar 2026 - 18 Mar 2026
appendix 1
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
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
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.
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
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
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)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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)
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)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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
OD27735/2025-2026:Supply of PVC Pipe, 6Kg/cm2, 110mm Dia including all charges for laying to lines , levels and alignment joining and testing after completion. (Modified from. Specification Code :100.98.214 of KWA Data)
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD54421/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/quarry muck, spreading in layers , leveling and compacting etc complete.
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
10.16.3:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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