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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹90.6 LAccepted-AOC | ₹90.6 L | l1 | Accepted-AOC l1 |
| 2 | L2₹91.4 LRejected-AOC | ₹91.4 L | L2 | Rejected-AOC l2 |
| 3 | L3₹95.7 LRejected-AOC | ₹95.7 L | L3 | Rejected-AOC l3 |
| Sl No | Description | Qty | Unit | Jubin KJ L3 | K I JOSE L2 | Joy Kalappurayil L1 |
|---|---|---|---|---|---|---|
| 1.00Storage wier | ||||||
| 1.00 | OD54343/2025-2026:RINGBUND TypeII Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m height 2.0m
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 | cum | 424 ₹25,440 | 400 ₹24,000 | 398 ₹23,880 |
| 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 | 350 | hour | 408.87 ₹1,43,104.5 | 380 ₹1,33,000 | 386 ₹1,35,100 |
| 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 | 2,405.57 | cum | 231.09 ₹5,55,903.86 | 200 ₹4,81,114.6 | 218 ₹5,24,414.91 |
| 1.00 | 2.7.3: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 (blasting prohibited) | 130.07 | cum | 1,332.13 ₹1,73,276.81 | 1,200 ₹1,56,090 | 1,262 ₹1,64,154.65 |
| 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 | 52.46 | cum | 464.52 ₹24,367.33 | 400 ₹20,982.8 | 439 ₹23,028.62 |
| 1.01 | 60.5.3:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete | 334 | each | 838.11 ₹2,79,928.74 | 750 ₹2,50,500 | 793 ₹2,64,862 |
| 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) | 455.4 | cum | 8,284.66 ₹37,72,817.59 | 8,000 ₹36,43,184 | 7,849 ₹35,74,418.9 |
| 1.01 | 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 | 9,099.73 | kilogram | 100.84 ₹9,17,616.97 | 100 ₹9,09,973.2 | 95 ₹8,64,474.54 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1,229.42 | sqm | 346.38 ₹4,25,845.81 | 300 ₹3,68,825.4 | 328 ₹4,03,249.1 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
19 Mar 2026, 2:00 pmClosed
Superintending engineer, MICC, Ekm
Office of the Superintend engineer, MICC, Ekm
-CONSTRUCTION OF STORAGE WEIR -CONSTRUCTION OF STORAGE WEIR AND ALLIED WORKS IN POTTANPLACKAL PURAYIDOM BHAGOM NEAR SANJO COLLEGE AT MULLAKKANAM IN WARD NO.1 OF RAJAKKAD PANCHAYATH
2026_Irrig_847056_1
IRR/IA/TR/6176/2023_5_1_1/1
Open Tender
Civil Works - Others
365 days
Rajakkad panchayath
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,508
Yes
₹50,000
Yes
3 Jul 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
12 Mar 2026 - 19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Storage wier | |||||
| 1.001 | OD54343/2025-2026:RINGBUND TypeII Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m height 2.0m
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. | - | cum | - | - |
| 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 | 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 | 0.2 | cum | - | - |
| 1.004 | 2.7.3: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 (blasting prohibited) | 1 | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 60.5.3:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete | - | each | - | - |
| 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) | 0.2 | cum | - | - |
| 1.008 | 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 | 0.8 | kilogram | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 0.2 | sqm | - | - |
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