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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.3 LAdmitted-Finance | -31.55% | ₹28.3 L | L1 | Admitted-Finance |
| 2 | L2₹31.1 LAdmitted-Finance | -24.76% | ₹31.1 L | L2 | Admitted-Finance |
Tender Value
₹41.3 L
EMD Value
₹1.2 L
Closing Date
7 May 2026, 5:10 pmClosed
EE Design Cell Incharge
IDO GF Abhinandan Bhawan
Civil work for embankment and pipe culvert for creating water body and carriage way over the bund.
2026_IITI_907019_1
NIT/IDO/RoadCul/25-26/NIT/38
Open Tender
Civil Works
60 days
IIT Indore near boundary
As per Tender
2 documents required · 2 mandatory
₹0
₹1.2 L
IDO meeting Room Abhinandan Bhawan
14 May 2026
30 Apr 2026
8 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
30 Apr 2026 - 6 May 2026
4 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removal of construction waste/ Rubbish by Mechanical Transport including loading,unloading and stacking beyond 5 km upto 10 km as per direction of Engineer-In-Charge. | 240 | Cum | 275.05 | ₹66,012 |
| 2 | Earth work in surface excavation for all kinds of soil 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 upto 1.5 m, as directed by Engineer-in- Charge: | 800 | Sqm | 127.61 | ₹1,02,088 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains for all kinds of soil (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 40 | Cum | 255.8 | ₹10,232 |
| 4 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ 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 for all kinds of soil | 2,881 | Cum | 388.47 | ₹11,19,182.07 |
| 5 | Supply and Banking of Moorum by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ 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 etc., lead upto 50 m and for all lift. | 720 | Cum | 949.42 | ₹6,83,582.4 |
| 6 | Extra for rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. | 6,400 | Cum | 5.16 | ₹33,024 |
| 7 | Constructions of Puddle with black cotton soil in layer and finishing complacting complete | 160 | Cum | 667.92 | ₹1,06,867.2 |
| 8 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 416 | Sqm | 867.9 | ₹3,61,046.4 |
| 9 | Flush/ Ruled pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) | 416 | Sqm | 378.74 | ₹1,57,555.84 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 68.1 | Cum | 6,694.36 | ₹4,55,885.92 |
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