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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance 1193 SECTOR 23 B CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | -26.99% | ₹3.0 L | L1 | Admitted-Finance |
| 2 | L2₹3.8 L+₹84,306.14 (28.4%)Admitted-Finance | -6.25% | ₹3.8 L+₹84,306.14 (28.4%) | L2 | Admitted-Finance |
| 3 | L3₹3.9 L+₹89,143.38 (30.0%)Admitted-Finance | -5.06% | ₹3.9 L+₹89,143.38 (30.0%) | L3 | Admitted-Finance |
| 4 | L4₹4.0 L+₹1.0 L (34.1%)Admitted-Finance | -2.10% | ₹4.0 L+₹1.0 L (34.1%) | L4 | Admitted-Finance |
| 5 | L5₹4.0 L+₹1.0 L (34.2%)Admitted-Finance | -2.00% | ₹4.0 L+₹1.0 L (34.2%) | L5 | Admitted-Finance |
Tender Value
₹4.1 L
EMD Value
₹8,500
Closing Date
23 Jul 2026, 4:00 pmClosed
Executive Eng. II
Construction office,P.U. Campus
Addition Alteration in the Canteen area of U.I.A.M.S. in Panjab University South Campus, Sector-25, Chandigarh.
2026_PU_93810_1
6885/EE/Mtc.
Open Tender
Civil Works
Percentage
120 days
Panjab University South Campus, Sector-25, Chandi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹8,500
27 Jul 2026
6 Jul 2026
24 Jul 2026
6 Jul 2026
23 Jul 2026
6 Jul 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.01 | All kinds of soil (Ref:- 2.8.1) | 19.25 | Cum | 269 | ₹5,178.25 |
| 2 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). (Ref:- 13.2) | 8 | Sqm | 455 | ₹3,640 |
| 315mm cement plaster on rough side of single or half wall of mix (Ref:- 13.2) | |||||
| 3.01 | 1:4 (1cement :4 fine sand) (Ref:- 13.2.1) | 26 | Sqm | 328 | ₹8,528 |
| 4 | Providing & laying P.C.C. 1:8:16 (1 Cement : 8 coarse sand: 16 coarse aggregate)with stone ballast 32mm guage in foundation and plinth. Complete in all respect to the entire satisfaction of the Engineer-in-charge. (Ref:- N.S.) | 15 | Cum | 4,836 | ₹72,540 |
| 5Providing and laying Brick work with F.P.S. bricks of class designation 100 (average compressive strength not less than 105 kg per sq.cm.) in Foundation and plinth in : | |||||
| 5.01 | Cement mortar 1:6(1 cement : 6 coarse sand)(Ref:- N.S.) | 5 | Cum | 7,025 | ₹35,125 |
| 6Providing and laying Brick work with F.P.S. bricks of class designation 100 (average compressive strength not less than 105 kg per sq.cm.) in superstructure above plinth level up to floor V level in all shapes and sizes in | |||||
| 6.01 | Cement mortar 1:4 (1 cement : 4 coarse sand)(Ref:- N.S.) | 6.04 | Cum | 8,208 | ₹49,576.32 |
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