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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.2 LAccepted-AOC | ₹7.2 L | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/019/26-27 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NOUFEL L2 | BILSHAD K.P. L1 | MUSTHAFA C.P. L3 |
|---|---|---|---|---|---|---|
| 1.00SIDE WALL FOR STREAM | ||||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 58.86 | cum | 297.37 ₹17,503.2 | 279.3 ₹16,439.6 Lowest | 301.76 ₹17,761.59 |
| 1.00 | OD505890/2025-2026:FROM 60.7.1 DAR 2021 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 208.86 | cum | 3,301.26 ₹6,89,504.46 | 3,100.62 ₹6,47,598.59 Lowest | 3,350.05 ₹6,99,694.79 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 19.8 | sqm | 319.22 ₹6,320.56 | 299.82 ₹5,936.44 Lowest | 323.94 ₹6,414.01 |
| 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) | 5.29 | cum | 7,635.07 ₹40,404.79 | 7,171.03 ₹37,949.09 Lowest | 7,747.9 ₹41,001.89 |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 68.87 | kilogram | 92.93 ₹6,399.9 | 87.29 ₹6,011.49 Lowest | 94.31 ₹6,494.94 |
| 1.01 | OD505996/2025-2026:Providing and fixing Granite of any colour and shade for separating urinal units | 1 | no | 2,536.95 ₹2,536.95 | 2,382.76 ₹2,382.76 Lowest | 2,574.44 ₹2,574.44 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
13 Mar 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 1409-26 -Renovation of Korangad thodu at Pulamanthole-General Civil Work
2026_LSGD_844316_10
DB1/TN/AEE/62/25-26
Open Tender
Civil Works - Canal
Item Rate
300 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,006
₹21,186
Yes
1 Aug 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE WALL FOR STREAM | |||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 1.002 | OD505890/2025-2026:FROM 60.7.1 DAR 2021 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 0.4 | cum | - | - |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.2 | kilogram | - | - |
| 1.006 | OD505996/2025-2026:Providing and fixing Granite of any colour and shade for separating urinal units | - | no | - | - |
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