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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC KERALA KL KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.6 L+₹4,838.95 (0.36%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.4 L+₹89,039.39 (6.57%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | PRASHOB.P L3 | VK BALAN L1 | Ramakrishnan L2 |
|---|---|---|---|---|---|---|
| 1.00Canal lining | ||||||
| 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 | 527.25 | sqm | 14.48 ₹7,634.58 | 13.59 ₹7,165.33 | 7.86 ₹4,144.19 Lowest |
| 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 | 67.93 | cum | 205.27 ₹13,944.4 | 192.61 ₹13,084.38 | 137.86 ₹9,365.11 Lowest |
| 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) | 42.29 | cum | 6,321.04 ₹2,67,323.1 | 5,931.21 ₹2,50,836.8 Lowest | 6,011.38 ₹2,54,227.27 |
| 1.00 | 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) | 81.7 | cum | 6,828.01 ₹5,57,821.1 | 6,406.92 ₹5,23,419.74 Lowest | 6,493.52 ₹5,30,494.61 |
| 1.00 | 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) | 8.32 | cum | 7,359.35 ₹61,266.59 | 6,905.49 ₹57,488.2 Lowest | 6,998.82 ₹58,265.18 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 596.22 | sqm | 669 ₹3,98,868.5 | 627.74 ₹3,74,268.63 Lowest | 636.24 ₹3,79,336.47 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 423.06 | sqm | 252.84 ₹1,06,965.48 | 237.24 ₹1,00,365.81 Lowest | 240.46 ₹1,01,728.05 |
| 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. | 61.14 | cum | 253.77 ₹15,515.24 | 238.11 ₹14,557.81 | 137.67 ₹8,417.01 Lowest |
| 1.01 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (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. | 24.49 | cum | 581.55 ₹14,243.32 | 545.33 ₹13,356.22 Lowest | 547.28 ₹13,403.98 |
Tender Value
₹16.6 L
EMD Value
₹41,602
Closing Date
21 Aug 2025, 6:55 pmClosed
O/ O Executive Engineer KyIP Division Perambra
O/ O Executive Engineer KyIP Division Perambra
Rectification of canal
2025_Irrig_786024_1
IRR/PI/TR/4135/2025_5_2_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Vellarkkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹41,602
Yes
24 Sept 2025
13 Aug 2025
23 Aug 2025
13 Aug 2025
21 Aug 2025
13 Aug 2025
13 Aug 2025 - 21 Aug 2025
Amount
Canal lining
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)
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)
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)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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.
60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (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.
Ramakrishnan (BID ID -2300526)
PRASHOB.P (BID ID -2295533)
Bidder Name
VK BALAN
Ramakrishnan
PRASHOB.P
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