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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹81.7 LAccepted-Finance | ₹81.7 L | 1 | Accepted-Finance For Being L1 |
| 2 | 2₹85.6 L+₹3.9 L (4.75%)Rejected-Finance BELAGAVI KARNATAKA | BELAGAVI | BELAGAVI | KARNATAKA | ₹85.6 L+₹3.9 L (4.75%) | 2 | Rejected-Finance For Being L2 |
| 3 | 3₹89.7 L+₹8.0 L (9.83%)Rejected-Finance | ₹89.7 L+₹8.0 L (9.83%) | 3 | Rejected-Finance For Being L3 |
| 4 | 4₹93.2 L+₹11.5 L (14.1%)Rejected-Finance | ₹93.2 L+₹11.5 L (14.1%) | 4 | Rejected-Finance For Being L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Does not posses Class I License |
| Sl No | Description | Qty | Unit | G B R INFRASTRUCTURE L3 | RANGANAGOUDA G KAMANAGOUDAR L2 | MIRAI INFRA L1 | C A ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work by mechanical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift. All kinds of soil | 3,120 | Cum | 278 ₹8,67,360 | 312 ₹9,73,440 | 275 ₹8,58,000 Lowest | 610 ₹19,03,200 |
| 2.00 | Supplying and stacking at site.
Moorum. | 5,232.5 | Cum | 703 ₹36,78,447.5 | 589.09 ₹30,82,413.43 | 674 ₹35,26,705 | 482 ₹25,22,065 Lowest |
| 3.00 | Extra for levelling & neatly dressing of disposed soil/Moorum completely as directed by Engineer-in-Charge. | 5,232.5 | Cum | 75 ₹3,92,437.5 | 73.81 ₹3,86,210.83 | 28 ₹1,46,510 Lowest | 105 ₹5,49,412.5 |
| 4.00 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | 5,232.5 | Cum | 22 ₹1,15,115 | 19.71 ₹1,03,132.58 Lowest | 23.6 ₹1,23,487 | 105 ₹5,49,412.5 |
| 5.00 | 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). | 40.44 | Cum | 6,181.95 ₹2,49,998.06 | 5,786.3 ₹2,33,997.97 Lowest | 6,866.42 ₹2,77,678.02 | 6,325 ₹2,55,783 |
| 6.00 | 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 20mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand). | 121.5 | Cum | 3,000 ₹3,64,500 Lowest | 5,799.43 ₹7,04,630.75 | 5,978 ₹7,26,327 | 6,280 ₹7,63,020 |
| 7.00 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : Flush/ Ruled pointing | 540 | Sqm | 310 ₹1,67,400 | 305.71 ₹1,65,083.4 | 323 ₹1,74,420 | 255 ₹1,37,700 Lowest |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 27 | Cum | 6,676.69 ₹1,80,270.63 | 6,249.39 ₹1,68,733.53 Lowest | 6,598 ₹1,78,146 | 6,280 ₹1,69,560 |
| 9.00 | 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). | 60.48 | Cum | 8,500 ₹5,14,080 | 8,025.5 ₹4,85,382.24 | 8,273 ₹5,00,351.04 | 7,150 ₹4,32,432 Lowest |
| 10.00 | Supplying and stacking at site. Clay suitable for running track surface made primarily from clay /soil /crushed brick. | 625.8 | Cum | 1,250 ₹7,82,250 | 1,071.86 ₹6,70,769.99 | 422 ₹2,64,087.6 Lowest | 482 ₹3,01,635.6 |
Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
14 Apr 2026, 1:00 pmClosed
Executive Engineer, IIT Dharwad
Executive Engineer, IIT Dharwad
Preparation of Athletic Playground at IIT Dharwad
2026_IITDW_903493_1
IITDH/IPS/2025-26/060
Open Tender
Civil Works
Works
90 days
IIT DHARWAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹2.2 L
17 Jun 2026
24 Mar 2026
15 Apr 2026
24 Mar 2026
14 Apr 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work by mechanical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift. All kinds of soil | |||||
| 2Supplying and stacking at site. Moorum. | |||||
| 3Extra for levelling & neatly dressing of disposed soil/Moorum completely as directed by Engineer-in-Charge. | |||||
| 4Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | |||||
| 5Providing 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). | |||||
| 6Random 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 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). | |||||
| 7Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : Flush/ Ruled pointing | |||||
| 8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 9Providing 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). | |||||
| 10Supplying and stacking at site. Clay suitable for running track surface made primarily from clay /soil /crushed brick. | |||||
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