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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹41.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹42.2 L+₹95,553.80 (2.31%)Admitted-Fee/PreQual/Technical/Finance | ₹42.2 L+₹95,553.80 (2.31%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance MARAYIL HOUSE NELLAD ENAKULAM KOCHI 682025 | ERNAKULAM | KERALA | 682025 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Preliminary agreement, Form of tender and affidavit not submitted. |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance MARIYIL HOUSE NELLAD P O ERNAKULAM 686669 | ERNAKULAM | KERALA | 686669 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-SBD not submitted. |
| Sl No | Description | Qty | Unit | HAFIS MUHAMMED L2 | AFKAR T ABDUL RAHIMAN L1 |
|---|---|---|---|---|---|
| 1.00Reconstruction of damaged compound wall | |||||
| 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 | 115.94 | cum | 412 ₹47,767.28 | 403 ₹46,723.82 Lowest |
| 1.00 | 60.7.1: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 | 105.14 | cum | 4,576 ₹4,81,120.64 | 4,473 ₹4,70,291.22 Lowest |
| 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) | 10.8 | cum | 9,818 ₹1,06,034.4 | 9,597 ₹1,03,647.6 Lowest |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 99.97 | sqm | 962 ₹96,175.95 | 940 ₹93,976.5 Lowest |
| 1.00 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 31.54 | cum | 11,417 ₹3,60,103.6 | 11,160 ₹3,51,997.56 Lowest |
| 1.01 | 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 | 2,207.87 | kilogram | 129 ₹2,84,815.23 | 126 ₹2,78,191.62 Lowest |
| 1.01 | 50.6.2.3:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 80.89 | cum | 10,239 ₹8,28,232.71 | 10,009 ₹8,09,628.01 Lowest |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 1,078.42 | sqm | 363 ₹3,91,468.28 | 355 ₹3,82,840.88 Lowest |
| 2.00Construction of Drain | |||||
Tender Value
₹36.9 L
EMD Value
₹50,000
Closing Date
17 Jul 2026, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Minor Irrigation Division Ernakulam
OBT WORK-2025-26 -Reconstruction of Damaged Compound Wall and Drains Along Mullassery Canal
2026_Irrig_858921_1
EE/MIDVN/EKM/06/ET/2026-27/ST
Open Tender
Civil Works - Others
Item Rate
180 days
Cochin
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
15 Sept 2026
3 Jul 2026
18 Jul 2026
3 Jul 2026
17 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconstruction of damaged compound wall | |||||
| 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 | 60.7.1: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 | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - |
| 1.005 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 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 | 1 | kilogram | - | - |
| 1.007 | 50.6.2.3:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.008 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 1 | sqm | - | - |
| 2Construction of Drain | |||||
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