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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.6 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹65.8 L+₹8.7 L (15.3%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest |
| Sl No | Description | Qty | Unit | MUHAMMAD KAISE C.A L2 | B IBRAHIM L1 |
|---|---|---|---|---|---|
| 1.00ASE 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 | 299.2 | cum | 300 ₹89,760 | 278.69 ₹83,384.05 Lowest |
| 1.00 | OD53528/2025-2026:Hydraulic excavator for re-arrangement of existing granite stones as directed by engineer in charge. | 60 | hour | 1,600 ₹96,000 | 1,588.08 ₹95,284.8 Lowest |
| 1.00 | 60.34.9:A.S.E Reformation work- Kasaragod -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement. | 133 | cum | 3,000 ₹3,99,000 | 2,987.45 ₹3,97,330.85 Lowest |
| 1.00 | 60.36.9:A.S.E Reformation work- Kasaragod -Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement. | 200 | cum | 3,500 ₹7,00,000 | 2,987.45 ₹5,97,490 Lowest |
| 1.00 | 60.40.9:A.S.E -Reformation work- Kasaragod- Supplying at site of work granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc. and marking with distinguishing number on three faces with paint etc complete . | 3,958 | each | 1,000 ₹39,58,000 | 823.45 ₹32,59,215.1 Lowest |
| 1.01 | 60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton) | 3,056 | each | 250 ₹7,64,000 | 229.2 ₹7,00,435.2 Lowest |
| 1.01 | 60.42:Dumping in position( to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton) | 902 | no | 337.21 ₹3,04,163.42 Lowest | 337.21 ₹3,04,163.42 Lowest |
| 1.01 | 60.45:Unified Data for A.S.E works - Conveyance of departmental granite stones 20 to 40 dm3 in size from stack at site and dumping in position to lines and levels to from the core of the sea wall as per approved design including all leads and lifts, etc. complete as per the directions of the departmental Officers at site. | 133 | cum | 772.63 ₹1,02,759.79 Lowest | 772.63 ₹1,02,759.79 Lowest |
| 1.01 | 60.46:Unified Data for A.S.E work - Conveyance of departmental granite stones 45dm3 in size from stack at site and dumping in position to lines and levels to from the core of the sea wall as per approved design including all leads and lifts , etc. complete as per the directions of the departmental Officers at site. | 200 | cum | 855.27 ₹1,71,054 Lowest | 855.27 ₹1,71,054 Lowest |
Tender Value
₹49.7 L
EMD Value
₹50,000
Closing Date
25 Mar 2026, 11:00 amClosed
Executive Engineer
Irrigation Division Kasaragod
Reformation of damaged sea wall at Koyipady Kadappuram in Kumbala Grama Panchayath of Kasaragod district-
2026_Irrig_847292_1
IRR/IA/TR/1200/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
Koyipady in Kumbala Grama Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
23 Jun 2026
13 Mar 2026
28 Mar 2026
13 Mar 2026
25 Mar 2026
14 Mar 2026
ASE work
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
OD53528/2025-2026:Hydraulic excavator for re-arrangement of existing granite stones as directed by engineer in charge.
60.34.9:A.S.E Reformation work- Kasaragod -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.
60.36.9:A.S.E Reformation work- Kasaragod -Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.
60.40.9:A.S.E -Reformation work- Kasaragod- Supplying at site of work granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc. and marking with distinguishing number on three faces with paint etc complete .
60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)
60.42:Dumping in position( to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)
60.45:Unified Data for A.S.E works - Conveyance of departmental granite stones 20 to 40 dm3 in size from stack at site and dumping in position to lines and levels to from the core of the sea wall as per approved design including all leads and lifts, etc. complete as per the directions of the departmental Officers at site.
60.46:Unified Data for A.S.E work - Conveyance of departmental granite stones 45dm3 in size from stack at site and dumping in position to lines and levels to from the core of the sea wall as per approved design including all leads and lifts , etc. complete as per the directions of the departmental Officers at site.
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