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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.7 LAccepted-AOC | ₹12.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹13.3 LRejected-AOC | ₹13.3 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Jayan V.P L1 | HARSHAD T M L2 |
|---|---|---|---|---|---|
| 1.00Rectification work of LBMC between ch.22/950 km to 40/900 km km | |||||
| 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) | 4.5 | cum | 1,554.43 ₹6,994.94 | 1,632.15 ₹7,344.68 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 4.5 | cum | 2,542 ₹11,439 | 2,669.1 ₹12,010.95 |
| 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 | 106.31 | cum | 257.63 ₹27,389.42 | 270.51 ₹28,758.73 |
| 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 | 2.81 | cum | 1,715.88 ₹4,826.77 | 1,801.67 ₹5,068.10 |
| 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) | 62.1 | cum | 7,932.89 ₹4.9 L | 8,329.53 ₹5.2 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) | 24.84 | cum | 9,235.97 ₹2.3 L | 9,697.76 ₹2.4 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 295.2 | sqm | 386.16 ₹1.1 L | 405.46 ₹1.2 L |
| 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) | 32.77 | cum | 8,569.14 ₹2.8 L | 8,997.59 ₹2.9 L |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 300.75 | sqm | 343.78 ₹1.0 L | 360.97 ₹1.1 L |
Updated dates
Tender Value
₹12.7 L
EMD Value
₹31,774
Closing Date
12 Mar 2026, 2:00 pmClosed
Roshni S S
CIP Subdivision Pazhayannur
GENERAL-Flood damages 2024-Urgent Rectification and Maintenance for damaged canal from ch 22/950 km to 40/900 km.- General Civil Work
2026_Irrig_842429_1
IRR/IA/TR/5882/2024_5_3_2/1
Open Tender
Civil Works - Canal
270 days
Cheerakuzhy
Please refer tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,774
Yes
16 May 2026
2 Mar 2026
13 Mar 2026
2 Mar 2026
12 Mar 2026
2 Mar 2026
2 Mar 2026 - 12 Mar 2026
Rectification work of LBMC between ch.22/950 km to 40/900 km km
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)
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
60.7.8: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
4.1.8: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)
4.1.3: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
4.1.5: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)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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