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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | ₹16.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.4 LRejected-AOC | ₹16.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹17.0 LRejected-AOC | ₹17.0 L | L3 | Rejected-AOC L3 |
| 4 | L4₹17.2 LRejected-AOC | ₹17.2 L | L4 | Rejected-AOC L4 |
| 5 | L5₹17.3 LRejected-AOC KANNUR | KERALA | 670511 | ₹17.3 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | John M.K L2 | Shiju K T L3 | V. JOY L1 | MURALI T S L4 | MATHEW VARGHESE L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Rectification of canal | ||||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 19.62 | cum | 1,399 ₹27,448.38 | 1,445.61 ₹28,362.87 | 1,388.11 ₹27,234.72 | 1,500 ₹29,430 | 1,478.26 ₹29,003.46 |
| 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) | 68.88 | cum | 7,139.68 ₹4.9 L | 7,377.58 ₹5.1 L | 7,084.07 ₹4.9 L | 7,500 ₹5.2 L | 7,544.17 ₹5.2 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 314.2 | sqm | 347.55 ₹1.1 L | 359.12 ₹1.1 L | 344.84 ₹1.1 L | 360 ₹1.1 L | 367.23 ₹1.2 L |
| 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) | 57.96 | cum | 8,312.47 ₹4.8 L | 8,589.45 ₹5.0 L | 8,247.72 ₹4.8 L | 8,600 ₹5.0 L | 8,783.4 ₹5.1 L |
| 2.00Retaining wall | ||||||||
| 2.00 | 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 | 87.51 | cum | 231.87 ₹20,290.48 | 239.59 ₹20,966.04 | 230.06 ₹20,132.09 | 250 ₹21,877 | 245 ₹21,439.46 |
| 2.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 24.31 | cum | 117.92 ₹2,866.64 | 121.84 ₹2,961.93 | 117 ₹2,844.27 | 125 ₹3,038.75 | 124.6 ₹3,029.03 |
| 2.00 | 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 | 79.22 | cum | 3,594.15 ₹2.8 L | 3,713.91 ₹2.9 L | 3,566.16 ₹2.8 L | 3,750 ₹3.0 L | 3,797.78 ₹3.0 L |
| 2.00 | 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 71.4 | sqm | 927.65 ₹66,234.21 | 958.56 ₹68,441.18 | 920.42 ₹65,717.99 | 1,000 ₹71,400 | 980.2 ₹69,986.28 |
Tender Value
₹18.2 L
EMD Value
₹45,607
Closing Date
11 Feb 2026, 6:00 pmClosed
Executive Engineer irrigation division Thrissur
Office of Executive Engineer irrigation division thrissur
GENERAL-Urgent restoration work 2025-26-Urgent restoration works to canal bund of Thanikudam distributory canal between Ch. 15/400 to 15/800 Km
2026_Irrig_833580_1
IRR/IA/TR/5741/2025_5_1_1/1
Open Tender
Civil Works - Others
300 days
kolazhy
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹45,607
9 Mar 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
Rectification of canal
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
Retaining wall
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
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
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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