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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹1.7 L+₹31,085.49 (23.0%)Rejected-AOC PATTASSERY HOUSE VENGARA VALIYORA P O MALAPPURAM DT 676304 MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 676304 | L2 | Rejected-AOC 2nd Lowest bidder |
| Sl No | Description | Qty | Unit | Abdul Azeez P L1 | Anees P L2 |
|---|---|---|---|---|---|
| 1.00Annual maintenance | |||||
| 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 | 7,240 | sqm | 10.86 ₹78,626.4 Lowest | 13.36 ₹96,726.4 |
| 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 | 227.5 | cum | 153.81 ₹34,991.78 Lowest | 189.3 ₹43,065.75 |
| 1.00 | OD24453/2026-2027:Man Mazdoor engaged for removing payal ,debris, and other accumulated matters in and under water from the leading channel , suction pit , etc., as per the directions of the departmental officers at site | 20 | Day | 646.1 ₹12,922 Lowest | 795.2 ₹15,904 |
| 1.00 | OD15254/2026-2027: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed-In or underwater and/or liquid mud, including pumping out water as required for clearing silt from suction pit and leading channel | 12 | cum | 184.57 ₹2,214.84 Lowest | 227.17 ₹2,726.04 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1.08 | sqm | 230.55 ₹248.99 Lowest | 283.75 ₹306.45 |
| 1.01 | 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) | 0.35 | cum | 5,116.09 ₹1,800.86 Lowest | 6,296.73 ₹2,216.45 |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 0.57 | cum | 4,489.23 ₹2,558.86 Lowest | 5,525.21 ₹3,149.37 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 6.96 | sqm | 220.76 ₹1,536.49 Lowest | 271.7 ₹1,891.03 |
Tender Value
₹2.1 L
EMD Value
₹5,187
Closing Date
18 Sept 2026, 6:00 pmClosed
Jyothypriya CG
Office of Assistant Executive Engineer Minor Irrigation Sub Division Office Kuttippuram
GENERAL-PM Manur Kayal-Annual Maintanance of LI Scheme Manur Kayal for the year 2026-27 in Edappal GP, Thavanur LAC,Malappuram District-General Civil Work- General Civil Work
2026_Irrig_868775_1
IRR/IA/TR/4247/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Edappal Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹5,187
Yes
1 Oct 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Annual maintenance | |||||
| 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 | 7,240 | 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 | 227.5 | cum | - | - |
| 1.003 | OD24453/2026-2027:Man Mazdoor engaged for removing payal ,debris, and other accumulated matters in and under water from the leading channel , suction pit , etc., as per the directions of the departmental officers at site | 20 | Day | - | - |
| 1.004 | OD15254/2026-2027: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed-In or underwater and/or liquid mud, including pumping out water as required for clearing silt from suction pit and leading channel | 12 | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1.08 | sqm | - | - |
| 1.006 | 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) | 0.35 | cum | - | - |
| 1.007 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 0.57 | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 6.96 | sqm | - | - |
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