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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-Finance KARUKUNNATH HOUSE KANINADU PERINGALA ERNAKULAM DISTRICT 683565 | PERINGALA | ERNAKULAM | KERALA | 683565 | ₹18.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹19.4 L+₹74,514 (4.00%)Rejected-Finance KARUKUNNATH HOUSE KANINAD PERINGALA P O ERNAKULAM DISTRICT 682310 | ERNAKULAM | KERALA | 682310 | ₹19.4 L+₹74,514 (4.00%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MUHAMMED ALSIFE K.S L1 | MUHAMMED SABITH K S L2 |
|---|---|---|---|---|---|
| 1.00Protection works | |||||
| 1.00 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | 262.02 | cum | 2,302.58 ₹6,03,319.71 Lowest | 2,395 ₹6,27,535.51 |
| 1.00 | 60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. | 262.02 | cum | 760.08 ₹1,99,155.4 Lowest | 790 ₹2,06,995.01 |
| 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 | 209.56 | cum | 3,993.46 ₹8,36,877.46 Lowest | 4,153 ₹8,70,310.99 |
| 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. | 32.19 | sqm | 839.6 ₹27,028.4 Lowest | 873 ₹28,103.62 |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.38 | cum | 10,488.77 ₹1,08,820.99 Lowest | 10,908 ₹1,13,170.5 |
| 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 | 459.12 | kilogram | 112.43 ₹51,619.42 Lowest | 117 ₹53,717.63 |
| 1.01 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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. | 50.7 | cum | 729.39 ₹36,980.07 Lowest | 759 ₹38,481.3 |
Tender Value
₹18.6 L
EMD Value
₹46,595
Closing Date
22 Jun 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer Irrigation Division Ernakulam
Side protection
2026_Irrig_852392_2
IRR/IA/TR/9115/2022_5_4_3/1
Open Tender
Civil Works - Others
Item Rate
180 days
Kalamboor
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹46,595
Yes
30 Jul 2026
12 Jun 2026
24 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection works | |||||
| 1.001 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | 0.6 | cum | - | - |
| 1.002 | 60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. | 0.6 | cum | - | - |
| 1.003 | 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 | 0.8 | 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. | - | sqm | - | - |
| 1.005 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 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 | - | kilogram | - | - |
| 1.007 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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. | - | cum | - | - |
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