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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.0 LAccepted-AOC | L1 | Accepted-AOC First lowest Accepted | |
| 2 | L2₹70.9 L+₹6.9 L (10.7%)Rejected-AOC | L2 | Rejected-AOC Second lowest Rejected | |
| 3 | L3₹71.2 L+₹7.1 L (11.2%)Rejected-AOC | L3 | Rejected-AOC Third lowest Rejected | |
| 4 | L4₹82.9 L+₹18.9 L (29.5%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹83.5 L+₹19.4 L (30.4%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ELDHOSE L5 | Jubin KJ L2 | chalil constructions L1 | Shaji K B L3 | Suresh Joseph L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Side protection | ||||||||
| 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 | 1,303.7 | cum | 282.1 ₹3,67,773.77 | 239.59 ₹3,12,353.48 | 216.41 ₹2,82,133.72 Lowest | 230 ₹2,99,851 | 280.3 ₹3,65,427.11 |
| 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. | 100 | each | 600.74 ₹60,074 | 510.21 ₹51,021 | 460.84 ₹46,084 Lowest | 548 ₹54,800 | 596.9 ₹59,690 |
| 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 | 1,185.6 | cum | 4,372.84 ₹51,84,439.1 | 3,713.91 ₹44,03,211.7 | 3,354.51 ₹39,77,107.06 Lowest | 3,655 ₹43,33,368 | 4,344.88 ₹51,51,289.73 |
| 1.00 | 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 | 94.8 | cum | 1,878.89 ₹1,78,118.77 | 1,595.76 ₹1,51,278.05 | 1,441.34 ₹1,36,639.03 Lowest | 2,600 ₹2,46,480 | 1,866.88 ₹1,76,980.22 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 127 | sqm | 422.85 ₹53,701.95 | 359.12 ₹45,608.24 | 324.37 ₹41,194.99 Lowest | 386 ₹49,022 | 420.14 ₹53,357.78 |
| 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) | 25.5 | cum | 9,383.21 ₹2,39,271.86 | 7,969.3 ₹2,03,217.15 | 7,198.08 ₹1,83,551.04 Lowest | 8,097 ₹2,06,473.5 | 9,323.22 ₹2,37,742.11 |
| 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) | 30 | cum | 10,113.39 ₹3,03,401.7 | 8,589.45 ₹2,57,683.5 | 7,758.21 ₹2,32,746.3 Lowest | 8,533.33 ₹2,55,999.9 | 10,048.74 ₹3,01,462.2 |
| 2.00Box Culvert | ||||||||
| 2.00 | 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. | 10 | metre | 1,552.81 ₹15,528.1 | 1,318.82 ₹13,188.2 | 1,191.2 ₹11,912 Lowest | 1,418 ₹14,180 | 1,542.88 ₹15,428.8 |
Tender Value
₹76.2 L
EMD Value
₹50,000
Closing Date
5 Mar 2026, 11:00 amClosed
Executive Engineer
MI DIVISION IDUKKI KATTAPPANA
GENERAL Rectification of Aattupara Thodu Rectification of Aattupara Thodu at Checkdam Bhagam and Kuthumkal Aattupara Road Chappath Bhagam in Ward No 1 of Udumbanchola Panchayath General Civil Work
2026_Irrig_840573_1
IRR/IA/TR/4/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Udumbanchola
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
6 Jun 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
Side protection
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
60.5.2: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.
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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)
Box Culvert
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.
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
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
2.7.2: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.Hard rock (requiring blasting)
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.
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
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
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
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)
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