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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-AOC | ₹44.6 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹50.0 L+₹5.4 L (12.1%)Rejected-AOC | ₹50.0 L+₹5.4 L (12.1%) | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | JOMIL ANTONY L1 | NIJO L2 |
|---|---|---|---|---|---|
| 1.00Construction of VCB in Malachal | |||||
| 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) | 73.95 | cum | 1,560 ₹1,15,358.88 Lowest | 1,834.24 ₹1,35,638.38 |
| 1.00 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 20 | metre | 1,750 ₹35,000 Lowest | 2,049.29 ₹40,985.8 |
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 264 | hour | 550 ₹1,45,200 Lowest | 609.22 ₹1,60,834.08 |
| 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 | 186.35 | cum | 280 ₹52,179.12 Lowest | 303.99 ₹56,649.75 |
| 1.00 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | 230 | metre | 156 ₹35,880 Lowest | 168.95 ₹38,858.5 |
| 1.01 | OD10540/2024-2025:Driving down coconut pile to lines and levels through soft to medium clay soil strata including
all hire charges and labour and all other appliances necessary for pile driving down after
pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m
Details for 90m length. | 230 | metre | 260 ₹59,800 Lowest | 290.62 ₹66,842.6 |
| 1.01 | 60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m | 100 | each | 230 ₹23,000 Lowest | 269.05 ₹26,905 |
| 1.01 | 60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 44.26 | cum | 4,400 ₹1,94,748.4 Lowest | 4,970.07 ₹2,19,980.27 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 76.76 | sqm | 400 ₹30,704 Lowest | 455.67 ₹34,977.23 |
Tender Value
₹42.3 L
EMD Value
₹50,000
Closing Date
21 May 2026, 6:00 pmClosed
Execurive Engineer
Office of the Executive Engineer,Minor Irrigation Division,Thrissur
GENERAL-Budget work- malachal MI section mala-Construction of SWECB across Malachal in ward no. 15 in Mala Panchayath-General Civil Work
2026_Irrig_847294_2
IRR/IA/TR/3216/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
mala
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
5 Aug 2026
14 May 2026
23 May 2026
14 May 2026
21 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of VCB in Malachal | |||||
| 1.001 | 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) | 0.2 | cum | - | - |
| 1.002 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | - | metre | - | - |
| 1.003 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.004 | 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 | 0.6 | cum | - | - |
| 1.005 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | - | metre | - | - |
| 1.006 | OD10540/2024-2025:Driving down coconut pile to lines and levels through soft to medium clay soil strata including
all hire charges and labour and all other appliances necessary for pile driving down after
pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m
Details for 90m length. | - | metre | - | - |
| 1.007 | 60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m | - | each | - | - |
| 1.008 | 60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
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