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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Finance | ₹6.9 L | L1 | Admitted-Finance |
| 2 | L2₹7.5 L+₹52,140.40 (7.51%)Admitted-Finance | ₹7.5 L+₹52,140.40 (7.51%) | L2 | Admitted-Finance |
| 3 | L3₹7.6 L+₹69,979 (10.1%)Admitted-Finance | ₹7.6 L+₹69,979 (10.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ashika enterprises L2 | S K Builders L3 | M/S OAK INTERIORS L1 |
|---|---|---|---|---|---|---|
| 1.00Civil Work | ||||||
| 2.00By Mechanical Transport including loading, unloading and stacking | ||||||
| 3.00 | Disposal of moorum /building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - Item to be applicable in urban areas having directions for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more | 13.5 | cum | 500 ₹6,750 Lowest | 650 ₹8,775 | 650 ₹8,775 |
| 4.00Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m | ||||||
| 5.00All kinds of soil | ||||||
| 6.00 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 65 | metre | 400 ₹26,000 Lowest | 500 ₹32,500 | 450 ₹29,250 |
| 7.00 | 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 and for all lift | 43.88 | cum | 180 ₹7,898.4 Lowest | 225 ₹9,873 | 200 ₹8,776 |
| 8.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: | ||||||
| 9.00 | 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) | 9.75 | cum | 7,000 ₹68,250 | 6,300 ₹61,425 | 5,800 ₹56,550 Lowest |
| 10.00 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm | 332 | metre | 160 ₹53,120 Lowest | 200 ₹66,400 | 210 ₹69,720 |
Tender Value
₹8.8 L
EMD Value
₹17,560
Closing Date
29 Jun 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer (CD-I), Room No- AD-117, Main Building, IIT Delhi, Hauz Khas, New Delhi-110016
Providing and Laying of Sewer Line from Mini Campus 4 to Existing Sewer Line Near Dronagiri Hostel at IIT Delhi
2026_IIT_914176_1
IITD/WORKS (SP- 5323)/2026
Open Tender
Miscellaneous Works
Works
30 days
Indian Institute of Technology Delhi Hauz Khas
As per tender documents
16 documents required · 16 mandatory
₹0
₹17,560
1 Jul 2026
22 Jun 2026
30 Jun 2026
22 Jun 2026
29 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Work | - | - | - | - |
| 2 | By Mechanical Transport including loading, unloading and stacking | - | - | - | - |
| 3 | Disposal of moorum /building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - Item to be applicable in urban areas having directions for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more | 13.5 | cum | - | - |
| 4 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m | - | - | - | - |
| 5 | All kinds of soil | - | - | - | - |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 65 | metre | - | - |
| 7 | 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 and for all lift | 43.88 | cum | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: | - | - | - | - |
| 9 | 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) | 9.75 | cum | - | - |
| 10 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm | 332 | metre | - | - |
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