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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 4 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 5 | Accepted-Technical BELAGAVI KARNATAKA | BELAGAVI | BELAGAVI | KARNATAKA | Accepted-Technical Technically Qualified |
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
23 Apr 2026, 12:00 pmClosed
Executive Engineer, IIT Dharwad
Executive Engineer, IIT Dharwad
Construction of Two Acrylic Tennis Courts at IIT Dharwad
2026_IITDW_904338_1
IITDH/IPS/2025-26/066
Open Tender
Civil Works
Works
60 days
IIT DHARWAD
As per Tender Document
9 documents required · 9 mandatory
₹0
₹2.1 L
4 Jun 2026
2 Apr 2026
24 Apr 2026
2 Apr 2026
23 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
All kinds of soil. | - | Cum | - | - |
| 2 | Supplying and stacking at site.
Moorum. | - | Cum | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | Cum | - | - |
| 4 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: | - | Sqm | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | - | Cum | - | - |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | - | Cum | - | - |
| 7 | Hiring of JCB for proper sloping the periphery areas to provide drainage and misc works. | - | Hours | - | - |
| 8 | Structural steel rivetted, bolted, or welded in built up sections, trusses and framed work …all complete. | - | Kg | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete. | - | Sqm | - | - |
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