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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-AOC | ₹4.5 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹4.6 Cr+₹10.7 L (2.39%)Rejected-AOC | ₹4.6 Cr+₹10.7 L (2.39%) | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | G BALAKRISHNAN NAIR L2 | Jackson J L1 |
|---|---|---|---|---|---|
| 1.00App A - Protection works in Odappozhi | |||||
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 18,926.31 | cum | 245.3 ₹46,42,625.07 | 223 ₹42,20,568.25 Lowest |
| 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. | 913.5 | cum | 2,992.18 ₹27,33,356.43 | 2,880.52 ₹26,31,355.02 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 | 2,034.11 | cum | 4,008.14 ₹81,53,009.68 | 3,750 ₹76,27,923.75 Lowest |
| 1.00 | OD36932/2024-2025:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 269.32 | cum | 8,105.44 ₹21,82,997.63 | 7,720 ₹20,79,189 Lowest |
| 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 : 8 graded stone aggregate 40 nominal size) | 30 | cum | 7,823.35 ₹2,34,700.5 Lowest | 8,300 ₹2,49,000 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1,155.39 | sqm | 384.93 ₹4,44,744.27 | 349 ₹4,03,231.11 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 | 7,687.18 | kilogram | 112.85 ₹8,67,497.81 | 105 ₹8,07,153.48 Lowest |
| 1.01 | 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) : 4 graded stone aggregate 20 mm nominal size) | 159.64 | cum | 9,173.33 ₹14,64,457.92 Lowest | 10,312 ₹16,46,238.62 |
| 1.01 | OD27097/2024-2025:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc, complete for improving the
CBR value of subgrade | 450 | cum | 993.9 ₹4,47,255 | 907.5 ₹4,08,375 Lowest |
Tender Value
₹4.2 Cr
EMD Value
₹1 L
Closing Date
16 May 2026, 5:00 pmClosed
Superintending Engineer
o/o Superintending Engineer Irrigation South Circle , Opposite to Lourde Church, PMG,Pattam Palace P.O,Thiruvananthapuram.
GENERAL-Mararikulam South PanchayathImprovements and Protection works in Odapozhi, and Theeyyasseri in Mararikkulam South Panchayath and Arayad Panchayth in Alappuzha LAC.-General Civil Work
2025_Irrig_768624_2
IRR/IA/TR/3916/2022_5_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
365 days
Mararikkulam south and Aryad Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
30 Jun 2026
6 May 2026
19 May 2026
6 May 2026
16 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1App A - Protection works in Odappozhi | |||||
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.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. | - | 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 | 0.2 | cum | - | - |
| 1.004 | OD36932/2024-2025:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.005 | 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 : 8 graded stone aggregate 40 nominal size) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | 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 | 0.4 | kilogram | - | - |
| 1.008 | 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) : 4 graded stone aggregate 20 mm nominal size) | 0.2 | cum | - | - |
| 1.009 | OD27097/2024-2025:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc, complete for improving the
CBR value of subgrade | - | cum | - | - |
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