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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-Finance RAMANILAYAM H MOKERI PO | L1 | Accepted-Finance Financial bid opened and evaluated. the quoted amount has been verified and found in order as per the tender conditions | |
| 2 | L2₹12.6 L+₹1.7 L (15.6%)Accepted-Finance KERALA KL KERALA | L2 | Accepted-Finance Financial bid opened and evaluated. the quoted amount has been verified and found in order as per the tender conditions | |
| 3 | L3₹15.0 L+₹4.1 L (37.2%)Accepted-Finance KOTTUR KERALA | L3 | Accepted-Finance Financial bid opened and evaluated. the quoted amount has been verified and found in order as per the tender conditions | |
| 4 | Rejected-Technical BALUSSERY GRAMA PANCHAYATH | - | Rejected-Technical required bid documents have not been submitted |
| Sl No | Description | Qty | Unit | VK BALAN L3 | SUMESH L2 | CHANDRAN. P. L1 | BIJU. TV. L4 |
|---|---|---|---|---|---|---|---|
| 1.00Rectification near ch: 11/720km and near ch:11/802 km | |||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 250 | sqm | 8.25 ₹2,062.5 | 7.44 ₹1,860 | 7.13 ₹1,782.5 Lowest | 9.79 ₹2,447.5 |
| 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 | 84.3 | cum | 229.29 ₹19,329.15 | 206.82 ₹17,434.93 | 198.29 ₹16,715.85 Lowest | 272.12 ₹22,939.72 |
| 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) | 20.7 | cum | 7,060.62 ₹1,46,154.83 | 6,368.41 ₹1,31,826.09 | 6,106.09 ₹1,26,396.06 Lowest | 8,379.48 ₹1,73,455.24 |
| 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) | 54.6 | cum | 7,626.91 ₹4,16,429.29 | 6,879.17 ₹3,75,602.68 | 6,595.82 ₹3,60,131.77 Lowest | 9,051.54 ₹4,94,214.08 |
| 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) | 4.2 | cum | 8,220.42 ₹34,525.76 | 7,414.5 ₹31,140.9 | 7,109.09 ₹29,858.18 Lowest | 9,755.92 ₹40,974.86 |
| 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. | 340.22 | sqm | 747.28 ₹2,54,239.6 | 674.02 ₹2,29,315.08 | 646.26 ₹2,19,870.58 Lowest | 886.86 ₹3,01,727.51 |
| 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. | 27.9 | cum | 283.45 ₹7,908.26 | 255.66 ₹7,132.91 | 245.13 ₹6,839.13 Lowest | 336.39 ₹9,385.28 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 194.4 | sqm | 282.42 ₹54,902.45 | 254.73 ₹49,519.51 | 244.24 ₹47,480.26 Lowest | 335.17 ₹65,157.05 |
| 2.00Rectification near ch: 14/255km & Canal cleaning near ch 14/400km | |||||||
Tender Value
₹13.0 L
EMD Value
₹32,509
Closing Date
25 Sept 2026, 6:55 pmClosed
EXECUTIVE ENGINEER
O/O EXECUTIVE ENGINEER KYIP DIVISION PERAMBRA
GENERAL-KyIP-ACP Plan-2026-27-Rectification of leaked portion of Azhiyur branch canal between Ch11-720 km and Ch 14-700 km in Eramala grama panchayath -General Civil Work
2026_Irrig_871194_1
IRR/PI/TR/3161/2026_5_6_5/1
Open Tender
Civil Works - Canal
Item Rate
180 days
nellacheri
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹32,509
Yes
29 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification near ch: 11/720km and near ch:11/802 km | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 250 | 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 | 84.3 | 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) | 20.7 | cum | - | - |
| 1.004 | 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) | 54.6 | cum | - | - |
| 1.005 | 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) | 4.2 | cum | - | - |
| 1.006 | 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. | 340.22 | sqm | - | - |
| 1.007 | 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. | 27.9 | cum | - | - |
| 1.008 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 194.4 | sqm | - | - |
| 2Rectification near ch: 14/255km & Canal cleaning near ch 14/400km | |||||
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