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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-Finance | ₹12.4 L | L1 | Accepted-Finance Quoted 0.18 percentage lower than the estimate cost |
| 2 | L2₹13.2 L+₹73,227 (5.89%)Accepted-Finance | ₹13.2 L+₹73,227 (5.89%) | L2 | Accepted-Finance Quoted 5.70 percentage higher than the estimate cost |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | Mohammedkunju L2 | R SAJI KUMAR L1 |
|---|---|---|---|---|---|
| 1.00Dismantling and Demolishing of existing structure | |||||
| 1.01 | Dismantling of existing Aluminium roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of the site as and where directed by the E-I-C. | 48.83 | sqm | 2,441.5 ₹2,441.5 | 2,197.35 ₹2,197.35 Lowest |
| 1.02 | Dismantling existing steel work in roof truss, grills and allied members, including angles, tees, flats and channels, complete with all gusset plates, bolts, nuts, rivets, welding, cutting, etc., including dismantling of trusses, rafters, purlins and other structural members, and stacking the dismantled material within 50 metres lead, complete as per directions of Engineer-in-Charge. The rate shall include the cost of all labour, scaffolding, tools and plants, all leads and lifts, and all incidentals required to complete the work. | 1 | LS | 6,900 ₹6,900 Lowest | 7,500 ₹7,500 |
| 1.03 | Demolishing of brick work in cement mortar i.e., the portion of half brick wall in the existing corridor by manually/ by mechanical means including stacking of serviceable material and disposal of debris within the periphery of the site as and where directed by the Engineer-in-charge. | 0.71 | cum | 14,240 ₹14,240 | 1,246 ₹1,246 Lowest |
| 1.04 | Dismantling tile work in floors and walls laid in cement mortar including stacking material within 50 m lead for thickness of tiles 10mm to 25mm as and where directed by the E-I-C. | 26.41 | sqm | 2,007.31 ₹2,007.31 Lowest | 2,245.02 ₹2,245.02 |
| 1.05 | Demolishing cement concrete 1:3:6 or richer mix (including equivalent design mix) manually/ by mechanical means for existing kerb including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | 0.28 | cum | 611.6 ₹611.6 | 597.7 ₹597.7 Lowest |
| 1.06 | Dismantling of 60mm thick factory made cement concrete interlocking paver block of M-30 grade in the existing parking area including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as and where directed by the Engineer-in-charge. | 1 | LS | 15,000 ₹15,000 | 14,500 ₹14,500 Lowest |
| 1.07 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 0.08 | cum | 243 ₹243 | 230.85 ₹230.85 Lowest |
| 2.00Construction of new office area | |||||
| 2.01 | Earth work in excavation by mechanical means/manual means for foundation and footing for the office extension including disposal of excavated earth lead upto 50m and for all lift and ramming of bottom, as and where directed by Engineer-in-charge. | 2.71 | cum | 895.95 ₹895.95 | 882.38 ₹882.38 Lowest |
Tender Value
₹12.5 L
EMD Value
₹24,910
Closing Date
21 Jul 2026, 3:00 pmClosed
THE DIRECTOR, IWAI, RO KOCHI
Inland Waterways Authority of India, National Waterway Road, Kannadikkadu, Maradu, Ernakulam, Kerala. PIN 682304.
Extension of office building area at IWAI Regional office, Maradu, Kochi.
2026_IWAI_916921_1
IWAIKc-14/6/2026-DIRkochi/5/14
Open Tender
Civil Works
Works
120 days
Kannadikadu, Maradu
Please refer tender document.
15 documents required · 15 mandatory
₹1,180
Yes
Inland Waterways Authority of India
₹24,910
Yes
31 Aug 2026
13 Jul 2026
22 Jul 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling and Demolishing of existing structure | |||||
| 1.01 | Dismantling of existing Aluminium roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of the site as and where directed by the E-I-C. | 1 | sqm | - | - |
| 1.02 | Dismantling existing steel work in roof truss, grills and allied members, including angles, tees, flats and channels, complete with all gusset plates, bolts, nuts, rivets, welding, cutting, etc., including dismantling of trusses, rafters, purlins and other structural members, and stacking the dismantled material within 50 metres lead, complete as per directions of Engineer-in-Charge. The rate shall include the cost of all labour, scaffolding, tools and plants, all leads and lifts, and all incidentals required to complete the work. | - | LS | - | - |
| 1.03 | Demolishing of brick work in cement mortar i.e., the portion of half brick wall in the existing corridor by manually/ by mechanical means including stacking of serviceable material and disposal of debris within the periphery of the site as and where directed by the Engineer-in-charge. | - | cum | - | - |
| 1.04 | Dismantling tile work in floors and walls laid in cement mortar including stacking material within 50 m lead for thickness of tiles 10mm to 25mm as and where directed by the E-I-C. | 1 | sqm | - | - |
| 1.05 | Demolishing cement concrete 1:3:6 or richer mix (including equivalent design mix) manually/ by mechanical means for existing kerb including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | - | cum | - | - |
| 1.06 | Dismantling of 60mm thick factory made cement concrete interlocking paver block of M-30 grade in the existing parking area including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as and where directed by the Engineer-in-charge. | - | LS | - | - |
| 1.07 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1 | cum | - | - |
| 2Construction of new office area | |||||
| 2.01 | Earth work in excavation by mechanical means/manual means for foundation and footing for the office extension including disposal of excavated earth lead upto 50m and for all lift and ramming of bottom, as and where directed by Engineer-in-charge. | 1 | cum | - | - |
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