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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.2 L+₹3,164.02 (0.44%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.2 L+₹5,748.38 (0.81%)Admitted-Fee/PreQual/Technical/Finance KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.2 L+₹7,355.13 (1.03%)Admitted-Fee/PreQual/Technical/Finance BALUSSERY GRAMA PANCHAYATH | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.2 L+₹9,036.23 (1.27%)Admitted-Fee/PreQual/Technical/Finance ARUNODAYAM H KAYANNA BAZAR PO 673525 | KOZHIKODE | KERALA | 673525 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HAREESH KUMAR V K L3 | SUMESH L4 | VK BALAN L1 | MUJEEB RAHMAN K L2 | CHANDRAN.C.H L5 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L6 |
|---|---|---|---|---|---|---|---|---|---|
| 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 | 625 | sqm | 13 ₹8,125 Lowest | 13.7 ₹8,562.5 | 13.59 ₹8,493.75 | 13.7 ₹8,562.5 | 14.14 ₹8,837.5 | 14.01 ₹8,756.25 |
| 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 | 49.5 | cum | 200 ₹9,900 | 194 ₹9,603 | 192.61 ₹9,534.2 Lowest | 193.5 ₹9,578.25 | 194.58 ₹9,631.71 | 197.7 ₹9,786.15 |
| 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) | 21.38 | cum | 6,100 ₹1,30,387.5 | 5,996 ₹1,28,164.5 | 5,931.21 ₹1,26,779.61 Lowest | 5,957.2 ₹1,27,335.15 | 6,007.5 ₹1,28,410.31 | 6,107 ₹1,30,537.13 |
| 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. | 270 | sqm | 550 ₹1,48,500 Lowest | 634 ₹1,71,180 | 627.74 ₹1,69,489.8 | 630.5 ₹1,70,235 | 635.53 ₹1,71,593.1 | 646.1 ₹1,74,447 |
| 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) | 45.38 | cum | 7,050 ₹3,19,893.75 | 6,476 ₹2,93,848.5 | 6,406.92 ₹2,90,714 Lowest | 6,434.9 ₹2,91,983.59 | 6,486.41 ₹2,94,320.85 | 6,594.25 ₹2,99,214.09 |
| 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) | 4.5 | cum | 6,500 ₹29,250 Lowest | 6,981 ₹31,414.5 | 6,905.49 ₹31,074.71 | 6,935.7 ₹31,210.65 | 6,992.54 ₹31,466.43 | 7,108.75 ₹31,989.38 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 187.5 | sqm | 230 ₹43,125 Lowest | 239 ₹44,812.5 | 237.24 ₹44,482.5 | 238.3 ₹44,681.25 | 239.87 ₹44,975.63 | 250.25 ₹46,921.88 |
| 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. | 31.5 | cum | 225 ₹7,087.5 Lowest | 240 ₹7,560 | 238.11 ₹7,500.47 | 239.2 ₹7,534.8 | 240.69 ₹7,581.74 | 244.64 ₹7,706.16 |
| 1.01 | 2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth | 3 | each | 7,700 ₹23,100 Lowest | 8,610 ₹25,830 | 8,517.11 ₹25,551.33 | 8,554.4 ₹25,663.2 | 8,613.11 ₹25,839.33 | 9,000 ₹27,000 |
Tender Value
₹8.8 L
EMD Value
₹21,917
Closing Date
29 Sept 2026, 6:55 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer KyIP Canal Subdivision Vadakara
GENERAL KyIP ACP Plan 2026 27Rectification of Leaked portion of Moorikkara dty in bw Ch 3/800 km to Ch 4/000 KmGeneral Civil Work
2026_Irrig_871648_1
IRR/PI/TR/2960/2026_5_3_2/
Open Tender
Civil Works - Canal
Item Rate
180 days
Kakkodi
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,935
Yes
₹21,917
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 | 625 | 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 | 49.5 | 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) | 21.38 | 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. | 270 | 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) | 45.38 | 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) | 4.5 | cum | - | - |
| 1.007 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 187.5 | 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. | 31.5 | cum | - | - |
| 1.009 | 2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth | 3 | each | - | - |
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