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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.4 LAccepted-AOC | ₹83.4 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹94.8 L+₹11.4 L (13.6%)Rejected-AOC | ₹94.8 L+₹11.4 L (13.6%) | L2 | Rejected-AOC L2 bidder |
| 3 | L3₹94.8 L+₹11.4 L (13.6%)Rejected-AOC | ₹94.8 L+₹11.4 L (13.6%) | L3 | Rejected-AOC L3 bidder |
| Sl No | Description | Qty | Unit | V. KRISHNANKUTTY L1 | ARDEN INFRATECH PRIVATE LIMITED L3 | Jomon joseph L2 |
|---|---|---|---|---|---|---|
| 1.00Side Protection Work | ||||||
| 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 | 1,722.08 | cum | 255 ₹4,39,130.4 Lowest | 305 ₹5,25,234.4 | 300 ₹5,16,624 |
| 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. | 535.28 | cum | 2,944 ₹15,75,864.32 Lowest | 4,160 ₹22,26,764.8 | 4,150 ₹22,21,412 |
| 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 | 881.24 | cum | 3,962 ₹34,91,453.07 Lowest | 4,910 ₹43,26,863.85 | 4,900 ₹43,18,051.5 |
| 1.00 | OD39468/2025-2026:Random rubble masonry with hard stone and Cement mortar 1:6 (1 cement : 6 coarse sand) for foundation and plinth without concrete levelling | 172.79 | cum | 8,117 ₹14,02,577.02 | 6,760 ₹11,68,094.2 | 6,750 ₹11,66,366.25 Lowest |
| 1.00 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 9 | sqm | 1,000 ₹9,000 | 860 ₹7,740 | 850 ₹7,650 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 73.91 | sqm | 383 ₹28,307.53 | 305 ₹22,542.55 | 300 ₹22,173 Lowest |
| 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) | 16.61 | cum | 8,503 ₹1,41,226.33 | 8,600 ₹1,42,837.4 | 8,500 ₹1,41,176.5 Lowest |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 90.23 | kg | 110 ₹9,925.74 Lowest | 115 ₹10,376.91 | 110 ₹9,925.74 Lowest |
| 1.01 | 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) | 1.62 | cum | 10,407 ₹16,859.34 | 10,000 ₹16,200 Lowest | 10,000 ₹16,200 Lowest |
Tender Value
₹86.4 L
EMD Value
₹50,000
Closing Date
22 May 2026, 6:00 pmClosed
SUPERINTENDING ENGINEER
KD CIRCLE CHENGANNUR
GENERAL-MISP/ KP/Chathiyara/2025-26 Improving agricultural facilities of Chathiyara puncha padashekharam in Thamarakkulam Gramapanchayath in Mavelikkara Constituency.-General Civil Work
2026_Irrig_851309_1
IRR/KP/TR/2988/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
550 days
Thamarakulam
13 documents required · 13 mandatory
₹2,760
Yes
₹50,000
Yes
3 Sept 2026
15 May 2026
25 May 2026
15 May 2026
22 May 2026
15 May 2026
15 May 2026 - 22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection Work | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 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. | 1 | 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 | - | cum | - | - |
| 1.004 | OD39468/2025-2026:Random rubble masonry with hard stone and Cement mortar 1:6 (1 cement : 6 coarse sand) for foundation and plinth without concrete levelling | 1 | cum | - | - |
| 1.005 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | - | sqm | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 0.6 | kg | - | - |
| 1.009 | 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 | - | - |
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