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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-AOC | ₹4.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹5.0 LRejected-AOC | ₹5.0 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Jayan V.P L1 | HARSHAD T M L2 |
|---|---|---|---|---|---|
| 1.00Rectification | |||||
| 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) | 3.42 | cum | 1,554.43 ₹5,316.15 | 1,632.15 ₹5,581.95 |
| 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. | 3.98 | cum | 757.52 ₹3,014.93 | 795.39 ₹3,165.65 |
| 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 | 26.59 | cum | 257.63 ₹6,851.15 | 270.51 ₹7,193.67 |
| 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) | 19.59 | cum | 7,932.89 ₹1.6 L | 8,329.53 ₹1.6 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 115.71 | sqm | 386.14 ₹44,680.26 | 405.46 ₹46,915.78 |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 22.74 | cum | 8,364.57 ₹1.9 L | 8,782.79 ₹2.0 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) | 5.02 | cum | 9,235.97 ₹46,401.51 | 9,697.76 ₹48,721.55 |
| 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 | 60.9 | sqm | 343.79 ₹20,936.81 | 360.97 ₹21,983.07 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 5.2 | cum | 318.47 ₹1,656.04 | 334.39 ₹1,738.83 |
Tender Value
₹4.7 L
EMD Value
₹11,861
Closing Date
26 Feb 2026, 11:00 amClosed
ROSHNI S S
CIP Subdivision, Pazhayannur.
GENERAL-CSM 2025-26-Urgent Rectification of LBMC between ch.17/950 to 18/050 km General Civil Work
2026_Irrig_836793_1
IRR/IA/TR/2449/2025_5_10_9/1
Open Tender
Civil Works - Canal
270 days
Cheerakuzhy
Please refer tender documents
8 documents required · 8 mandatory
₹1,050
Yes
₹11,861
Yes
16 May 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
18 Feb 2026 - 26 Feb 2026
Rectification
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)
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.
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
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
4.1.6: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 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)
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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