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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAdmitted-Finance | ₹20.2 L | L1 | Admitted-Finance |
| 2 | L2₹21.3 L+₹1.1 L (5.40%)Admitted-Finance | ₹21.3 L+₹1.1 L (5.40%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | Joby Johny L1 | R SAJI KUMAR L2 |
|---|---|---|---|---|---|
| 1.00Site clearance and demolition / dismantling works | |||||
| 1.01 | Site clearance: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared or as and where directed by the Engineer. | 180 | sqm | 20,001.6 ₹20,001.6 | 2,970 ₹2,970 Lowest |
| 1.02 | Demolishing brick / block work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | 28.71 | cum | 62,892.99 ₹62,892.99 | 39,697.32 ₹39,697.32 Lowest |
| 1.03 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 5.4 | cum | 17,211.58 ₹17,211.58 Lowest | 17,289.72 ₹17,289.72 |
| 1.04 | Removal of old bank protection to facilitate line & levels for the new protection as directed by Engineer, including cost of materials, labour, Tools & Plants etc., complete. | 60 | m | 38,365.8 ₹38,365.8 | 36,000 ₹36,000 Lowest |
| 2.00Construction of damaged portion of compound wall. | |||||
| 2.01 | Earthwork in excavation on the sides of the bank to get an even profile & even depth for foundation of 1.50 M wide by manual or mechanical means as per directions of E-I-C. The rate shall include hire charges of machineries, labour for stacking / keeping of excavated soil for back filling after completion of bank protection work etc., complete. | 153 | cum | 79,595.19 ₹79,595.19 Lowest | 1,07,100 ₹1,07,100 |
| 2.02 | Supply and placing in position Geo-textile as per specification or equivalent filter for below revetment as per the approved specification and drawings and any other place as directed by the Engineer including over lapping, sticking, stretching with all lead lift labour. Tools & Plants floating crafts, divers, etc. complete. | 210 | sqm | 1,32,226.5 ₹1,32,226.5 Lowest | 1,47,000 ₹1,47,000 |
| 2.03 | Providing and laying of stone boulders of size 40 to 60kg., under water to a finished thickness to the lines and levels as per approved design & drawing including all labour for providing of 150mm thick layer quarry rubble undressed stones as filter material. Tools & Plants floating crafts, drivers etc., all complete. (16% of total qty., will be deducted for voids) | 108 | cum | 6,58,846.44 ₹6,58,846.44 Lowest | 7,02,000 ₹7,02,000 |
| 2.04 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 44.4 | cum | 3,46,206.34 ₹3,46,206.34 | 3,16,820.64 ₹3,16,820.64 Lowest |
Tender Value
₹21.4 L
EMD Value
₹42,860
Closing Date
30 Jul 2026, 3:00 pmClosed
The Director, IWAI, RO, Kochi
Inland Waterways Authority of India, National Waterway Road, Kannadikkadu, Maradu P.O, Ernakulam, Kerala. PIN 682304
Reconstruction of Damaged Portion of Compound Wall and Allied works in IWT Terminal at Vaikkom on NW-3
2026_IWAI_917677_1
IWAI/COCH/TECH(87)/36(5)A/15
Open Tender
Civil Works
Works
90 days
IWT Terminal Vaikkom
Please refer tender documents
15 documents required · 15 mandatory
₹1,180
Yes
Inland Waterways Authority of India
₹42,860
Yes
18 Sept 2026
16 Jul 2026
31 Jul 2026
16 Jul 2026
30 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Site clearance and demolition / dismantling works | |||||
| 1.01 | Site clearance: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared or as and where directed by the Engineer. | - | sqm | - | - |
| 1.02 | Demolishing brick / block work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | - | cum | - | - |
| 1.03 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.04 | Removal of old bank protection to facilitate line & levels for the new protection as directed by Engineer, including cost of materials, labour, Tools & Plants etc., complete. | - | m | - | - |
| 2Construction of damaged portion of compound wall. | |||||
| 2.01 | Earthwork in excavation on the sides of the bank to get an even profile & even depth for foundation of 1.50 M wide by manual or mechanical means as per directions of E-I-C. The rate shall include hire charges of machineries, labour for stacking / keeping of excavated soil for back filling after completion of bank protection work etc., complete. | - | cum | - | - |
| 2.02 | Supply and placing in position Geo-textile as per specification or equivalent filter for below revetment as per the approved specification and drawings and any other place as directed by the Engineer including over lapping, sticking, stretching with all lead lift labour. Tools & Plants floating crafts, divers, etc. complete. | - | sqm | - | - |
| 2.03 | Providing and laying of stone boulders of size 40 to 60kg., under water to a finished thickness to the lines and levels as per approved design & drawing including all labour for providing of 150mm thick layer quarry rubble undressed stones as filter material. Tools & Plants floating crafts, drivers etc., all complete. (16% of total qty., will be deducted for voids) | - | cum | - | - |
| 2.04 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
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