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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.9 L+₹3,574.99 (0.52%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.2 L+₹27,972.54 (4.06%)Admitted-Fee/PreQual/Technical/Finance 1003 SUB TREASURY DEVIKULAM | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.4 L+₹49,408.60 (7.16%)Admitted-Fee/PreQual/Technical/Finance BALUSSERY GRAMA PANCHAYATH | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.8 L+₹87,432.58 (12.7%)Admitted-Fee/PreQual/Technical/Finance PALAJI CHADAYAMANGALAM | PALAKKAD | KERALA | 678001 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUMESH L4 | VK BALAN L1 | MUJEEB RAHMAN K L2 | K.ANIL KUMAR L5 | RAJAN L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Rectification | ||||||||
| 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 | 528.75 | sqm | 14.57 ₹7,703.89 | 13.59 ₹7,185.71 Lowest | 13.7 ₹7,243.88 | 20 ₹10,575 | 14.14 ₹7,476.53 |
| 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 | 46 | cum | 205.94 ₹9,473.24 | 192.61 ₹8,860.06 Lowest | 193.6 ₹8,905.6 | 200 ₹9,200 | 200.42 ₹9,219.32 |
| 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) | 19.73 | cum | 6,360 ₹1,25,451 | 5,931.21 ₹1,16,993.12 Lowest | 5,961.5 ₹1,17,590.59 | 6,800 ₹1,34,130 | 6,171.68 ₹1,21,736.39 |
| 1.00 | 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. | 256.6 | sqm | 673 ₹1,72,691.8 | 627.74 ₹1,61,078.08 | 631 ₹1,61,914.6 | 550 ₹1,41,130 Lowest | 653.19 ₹1,67,608.55 |
| 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) | 33.7 | cum | 6,870 ₹2,31,519 | 6,406.92 ₹2,15,913.2 Lowest | 6,439.7 ₹2,17,017.89 | 7,500 ₹2,52,750 | 6,666.66 ₹2,24,666.44 |
| 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) | 3.38 | cum | 7,405 ₹24,991.88 | 6,905.49 ₹23,306.03 Lowest | 6,940.8 ₹23,425.2 | 8,500 ₹28,687.5 | 7,185.44 ₹24,250.86 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 189 | sqm | 254 ₹48,006 | 237.24 ₹44,838.36 Lowest | 238.5 ₹45,076.5 | 360 ₹68,040 | 246.86 ₹46,656.54 |
| 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. | 24 | cum | 254 ₹6,096 | 238.11 ₹5,714.64 Lowest | 239.3 ₹5,743.2 | 600 ₹14,400 | 247.76 ₹5,946.24 |
| 2.00Culvert | ||||||||
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
29 Sept 2026, 6:55 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer KyIP Canal Subdivision Vadakara
GENERAL KyIP-CADA-2026-27Renovation and Modernization of Moottoli FB in between ch 0/500 Km to 0/800 Km-General Civil Work
2026_Irrig_871710_1
IRR/PI/TR/3158/2026_5_3_2/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Malliseri Thazham
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
7 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification | |||||
| 1.001 | 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 | 528.75 | sqm | - | - |
| 1.002 | 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 | 46 | cum | - | - |
| 1.003 | 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) | 19.73 | cum | - | - |
| 1.004 | 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. | 256.6 | sqm | - | - |
| 1.005 | 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) | 33.7 | cum | - | - |
| 1.006 | 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) | 3.38 | cum | - | - |
| 1.007 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 189 | sqm | - | - |
| 1.008 | 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. | 24 | cum | - | - |
| 2Culvert | |||||
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