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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 LAccepted-AOC | ₹10.8 L | 1 | Accepted-AOC L1 |
| 2 | 2₹12.6 LRejected-AOC | ₹12.6 L | 2 | Rejected-AOC L2 |
| 3 | 3₹13.3 LRejected-AOC | ₹13.3 L | 3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Jayan V.P L2 | m.a.muhammed L1 | HARSHAD T M L3 |
|---|---|---|---|---|---|---|
| 1.00Canal left side intermediate wall | ||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 7.3 | cum | 1,554.43 ₹11,347.34 | 1,321.26 ₹9,645.20 | 1,632.15 ₹11,914.70 |
| 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 | 45.9 | cum | 257.63 ₹11,825.22 | 218.98 ₹10,051.18 | 270.51 ₹12,416.41 |
| 1.00 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 0.53 | cum | 6,174.34 ₹3,241.53 | 5,248.18 ₹2,755.29 | 6,483.05 ₹3,403.60 |
| 1.00 | 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) | 45.9 | cum | 7,932.89 ₹3.6 L | 6,742.95 ₹3.1 L | 8,329.53 ₹3.8 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 271.54 | sqm | 356.16 ₹96,711.69 | 328.23 ₹89,127.57 | 373.96 ₹1.0 L |
| 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 | 1,560.92 | kilogram | 112.43 ₹1.8 L | 95.56 ₹1.5 L | 118.05 ₹1.8 L |
| 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) | 59.28 | cum | 9,963.93 ₹5.9 L | 8,469.34 ₹5.0 L | 10,462.12 ₹6.2 L |
| 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) | 1 | cum | 9,235.97 ₹9,235.97 | 7,850.57 ₹7,850.57 | 9,697.77 ₹9,697.77 |
Tender Value
₹12.7 L
EMD Value
₹31,771
Closing Date
7 Mar 2026, 5:00 pmClosed
Roshni S S
CIP Subdivision, Pazhayannur
GENERAL-Flood damages 2024-Urgent Rectification of damaged d/s intake and LBMC ch 0/000km to ch 22/950km.-General Civil Work
2026_Irrig_841839_1
IRR/IA/TR/5817/2024_5_1_1/1
Open Tender
Civil Works - Canal
270 days
Cheerakuzhy
Please refer tender documents
8 documents required · 8 mandatory
₹2,760
Yes
₹31,771
Yes
16 May 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
28 Feb 2026 - 7 Mar 2026
Canal left side intermediate wall
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
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
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto 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
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
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)
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)
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