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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | ₹2.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.9 LRejected-AOC CHEMPANODA KATIKULAM ROAD PERAMBRA KOZHIKODE DISTRICT KERALA | KOZHIKODE | KERALA | 673525 | ₹2.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹2.9 LRejected-AOC 16061872 RAMAKRISHNAN M K 1606 SUB TREASURY PERAMBRA | ₹2.9 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAJOYJOSEPH PJ L2 | BINOY LUKOSE L3 | BAIJU L1 |
|---|---|---|---|---|---|---|
| 1.00Emergency Work | ||||||
| 1.00 | 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. | 5.2 | metre | 1,264 ₹6,572.80 | 1,300 ₹6,760 | 1,232.12 ₹6,407.02 |
| 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 | 32 | hour | 410 ₹13,120 | 500 ₹16,000 | 389.48 ₹12,463.36 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 6.83 | cum | 2,250 ₹15,356.25 | 2,500 ₹17,062.50 | 2,145.38 ₹14,642.22 |
| 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) | 2.73 | cum | 1,359 ₹3,710.07 | 1,500 ₹4,095 | 1,324.98 ₹3,617.20 |
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 28.35 | sqm | 15 ₹425.25 | 20 ₹567 | 15.5 ₹439.43 |
| 1.01 | 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 | 5.61 | cum | 224 ₹1,255.97 | 230 ₹1,289.61 | 219.6 ₹1,231.30 |
| 1.01 | 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) | 5.61 | cum | 7,000 ₹39,249 | 7,000 ₹39,249 | 6,761.9 ₹37,913.97 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 53.13 | sqm | 750 ₹39,847.50 | 800 ₹42,504 | 715.67 ₹38,023.55 |
| 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) | 15.15 | cum | 8,800 ₹1.3 L | 8,800 ₹1.3 L | 8,493.12 ₹1.3 L |
Updated dates
Tender Value
₹3.0 L
EMD Value
₹7,625
Closing Date
17 Jan 2026, 6:55 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer KyIP Canal Subdivision Vadakara
GENERAL-KyIP ACP (NP) 2025-26Emergency Work- Urgent Rectification of Damaged Portion of Velom BranchCanal Near Ch.0/400 -General Civil Work
2026_Irrig_826097_1
IRR/PI/TR/2354/2025_5_16_15/1
Open Tender
Civil Works - Canal
90 days
Kunnummal
Please refer Tender documents.
7 documents required · 7 mandatory
₹675
Yes
₹7,625
Yes
29 May 2026
7 Jan 2026
19 Jan 2026
7 Jan 2026
17 Jan 2026
7 Jan 2026
Emergency Work
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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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)
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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)
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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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.
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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