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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.0 L+₹3,379.35 (0.68%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹5.1 L+₹12,605.50 (2.55%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹5.6 L+₹62,772.80 (12.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹5.6 L+₹69,348.48 (14.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ram Milan Govt. Contractor Supplier & Decorator L1 | K.D GUPTA L3 | NITIN SHARMA L5 | Anguri Enterprises Pvt. Ltd. L6 | UDYAMIN ENTERPRISES L4 | R.S.ASSOCIATES L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | |||||||||
| 2.00 | All kind of soil | 6.9 | Cum | 150 ₹1,035 Lowest | 3,500 ₹24,150 | 300 ₹2,070 | 177 ₹1,221.3 | 165 ₹1,138.5 | 225 ₹1,552.5 |
| 3.00Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. | |||||||||
| 4.00 | All kinds of soil | 12 | Each | 70 ₹840 Lowest | 100 ₹1,200 | 147 ₹1,764 | 100 ₹1,200 | 74 ₹888 | 400 ₹4,800 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||
| 6.00 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.97 | Cum | 6,500 ₹6,305 Lowest | 6,500 ₹6,305 Lowest | 7,500 ₹7,275 | 7,500 ₹7,275 | 7,150 ₹6,935.5 | 7,000 ₹6,790 |
| 7.00 | 1:4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources | 1.63 | Cum | 4,500 ₹7,335 Lowest | 6,000 ₹9,780 | 6,600 ₹10,758 | 6,800 ₹11,084 | 6,270 ₹10,220.1 | 6,500 ₹10,595 |
| 8.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||||||
| 9.00 | Foundations, footings, bases for columns, etc. for mass concrete | 3.1 | Sqm | 300 ₹930 Lowest | 350 ₹1,085 | 480 ₹1,488 | 307 ₹951.7 | 360 ₹1,116 | 625 ₹1,937.5 |
| 10.00 | Columns, Pillars, Piers, Abutments, Posts and Struts. | 10.39 | Sqm | 800 ₹8,312 | 350 ₹3,636.5 Lowest | 507 ₹5,267.73 | 804 ₹8,353.56 | 885 ₹9,195.15 | 350 ₹3,636.5 Lowest |
Tender Value
₹6.1 L
EMD Value
₹12,132
Closing Date
7 Sept 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer (CD-1), Room No- AD-117, Main Building, IIT Delhi, Hauz Khas, New Delhi-110016
Installation of a new tin shed and construction of a new pit for vehicles in the Transport Unit garage at IIT Delhi
2026_IIT_924196_1
IITD/WORKS (SP-5388)/2026
Open Tender
Miscellaneous Works
Works
45 days
IIT Delhi Hauz Khas
As per tender documents
15 documents required · 15 mandatory
₹0
₹12,132
15 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 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 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | - | - | - | - |
| 2 | All kind of soil | 6.9 | Cum | - | - |
| 3 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. | - | - | - | - |
| 4 | All kinds of soil | 12 | Each | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | - | - | - | - |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.97 | Cum | - | - |
| 7 | 1:4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources | 1.63 | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for | - | - | - | - |
| 9 | Foundations, footings, bases for columns, etc. for mass concrete | 3.1 | Sqm | - | - |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts. | 10.39 | Sqm | - | - |
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