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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Finance | -15.02% | ₹8.2 L | L1 | Admitted-Finance |
| 2 | L2₹8.7 L+₹52,625.06 (6.44%)Admitted-Finance C 185 G NO 7 GANGA VIHAR DELHI 110094 | NORTH EAST DELHI | DELHI | 110094 | -9.55% | ₹8.7 L+₹52,625.06 (6.44%) | L2 | Admitted-Finance |
| 3 | L3₹8.9 L+₹72,347.44 (8.85%)Admitted-Finance | -7.50% | ₹8.9 L+₹72,347.44 (8.85%) | L3 | Admitted-Finance |
| 4 | L4₹9.3 L+₹1.1 L (13.6%)Admitted-Finance | -3.50% | ₹9.3 L+₹1.1 L (13.6%) | L4 | Admitted-Finance |
Tender Value
₹9.6 L
EMD Value
₹19,241
Closing Date
4 May 2026, 1:00 pmClosed
Executive Engineer
12, Cavalry Lane, Engineering Department, University of Delhi, Delhi-110007
Repair of concrete road at the back side of D block 29-31 Probyn Road, University of Delhi
2026_DU_905263_1
CEET-19
Open Tender
Civil Works
Works
30 days
North Campus
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Registrar, University of Delhi
₹19,241
3 Jun 2026
13 Apr 2026
5 May 2026
13 Apr 2026
4 May 2026
13 Apr 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 | 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 | 40 | cum | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.1 | 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) | 1 | cum | - | - |
| 2.2 | 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) | 2 | cum | - | - |
| 2.3 | 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) | 8 | cum | - | - |
| 3 | 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. | 2,200 | kg | - | - |
| 4 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camberCement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | 48 | cum | - | - |
| 5 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tightC.I. cover with frame of 300 x300 mm size (inside) the weight ofcover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design:100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 10 | each | - | - |
| 6 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834. | 1,600 | per cm depth per cm width per metre length | - | - |
| 7 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required(Raising depth of manhole to be paid separately) :Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | 10 | each | - | - |
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