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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.0 LAccepted-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | ₹60.0 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹60.0 LRejected-AOC | ₹60.0 L | L2 | Rejected-AOC Second lowest bidder |
| Sl No | Description | Qty | Unit | BAIJU V L1 | JOHN JAWAN L2 |
|---|---|---|---|---|---|
| 1.00Outer bund protection | |||||
| 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 | 479.17 | cum | 228 ₹1.1 L | 229 ₹1.1 L |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 479.17 | cum | 2,625.96 ₹12.6 L | 2,625 ₹12.6 L |
| 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 | 942.92 | cum | 3,534.21 ₹33.3 L | 3,534 ₹33.3 L |
| 1.00 | OD50115/2025-2026:Random rubble masonry with hard stone and Cement mortar 1:6 (1 cement : 6 coarse sand) for
foundation and plinth without concrete levelling | 138.54 | cum | 7,239.94 ₹10.0 L | 7,240 ₹10.0 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 89.31 | sqm | 341.75 ₹30,521.69 | 341.75 ₹30,521.69 |
| 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) | 20.09 | cum | 7,583.69 ₹1.5 L | 7,585 ₹1.5 L |
| 2.00Desilting | |||||
| 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 | 495.72 | cum | 228 ₹1.1 L | 229 ₹1.1 L |
Tender Value
₹67.8 L
EMD Value
₹50,000
Closing Date
21 Mar 2026, 6:00 pmClosed
Executive Engineer
Office of the Executive Engineer MI Division Chengannur
GENERAL-Malayil thodu Padasekharam-KPFMP- Removal of accumulated earth and protection works of Malayil canal at Malayil thodu Padasekharam in Purakkad Panchayath in Ambalapuzha LAC-General Civil Work
2026_Irrig_839443_2
IRR/KP/TR/5970/2025_5_1_1/1
Open Tender
Civil Works - Others
545 days
Purakkad
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
3 Jun 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
Outer bund protection
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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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
OD50115/2025-2026:Random rubble masonry with hard stone and Cement mortar 1:6 (1 cement : 6 coarse sand) for foundation and plinth without concrete levelling
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
Desilting
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
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