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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Finance 46C RAIPUR KHURD CHANDIGARH | -18.00% | ₹6.9 L | L1 | Admitted-Finance |
| 2 | L2₹7.0 L+₹10,287.67 (1.50%)Admitted-Finance | -16.77% | ₹7.0 L+₹10,287.67 (1.50%) | L2 | Admitted-Finance |
| 3 | L3₹7.1 L+₹19,237.10 (2.80%)Admitted-Finance | -15.70% | ₹7.1 L+₹19,237.10 (2.80%) | L3 | Admitted-Finance |
| 4 | L4₹7.3 L+₹40,983.39 (5.98%)Admitted-Finance 177 DASHMESH ENCLAVE HIMATGARH ZIRAKPUR DISTT MOHALI | GURDASPUR | PUNJAB | 143505 | -13.10% | ₹7.3 L+₹40,983.39 (5.98%) | L4 | Admitted-Finance |
| 5 | L5₹7.8 L+₹93,174.48 (13.6%)Admitted-Finance | -6.86% | ₹7.8 L+₹93,174.48 (13.6%) | L5 | Admitted-Finance |
Tender Value
₹8.4 L
EMD Value
₹17,000
Closing Date
16 Jun 2026, 4:00 pmClosed
Executive Eng. II
Construction office,P.U. Campus
Construction of Footpath behind behind Arts Block-I and II to access Arts Block-V and HUT-14 Canteen in Panjab University Campus, Sec-14, Chandigarh.
2026_PU_92828_1
6860/EE/Mtc.
Open Tender
Civil Works
Percentage
150 days
Panjab University Campus, Sec-14
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,000
17 Jun 2026
29 May 2026
17 Jun 2026
29 May 2026
16 Jun 2026
29 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 |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | 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 5 km for all lifts, complete as per directions of Engineer-in-charge. (Ref:- 1.1.18) | 88.51 | cum | 178 | ₹15,754.78 |
| 2Earth 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 lift upto 1.5 m, as directed by Engineer-in-charge. | |||||
| 2.01 | All kinds of soil (Ref:- 2.6.1) | 81.5 | cum | 344 | ₹28,036 |
| 3Earth work in excavation by 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. | |||||
| 3.01 | All kinds of soil (Ref:- 2.8.1) | 7 | cum | 274 | ₹1,918 |
| 412mm cement plaster of mix | |||||
| 4.01 | 1:4 (1cement :4 fine sand) (Ref:- 13.1.1) | 3.82 | cum | 289 | ₹1,103.98 |
| 5 | 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.) | 37.4 | cum | 4,878 | ₹1,82,437.2 |
| 6 | Providing and laying making kerb 30cm wide and 9cm (avg) thickness of cement concrete 1:2:4 including cement pointing 1:3 on joints etc. Complete in all respects to the entire satisfaction of the engineer in-charge.(Ref:- N.S.) | 390.4 | Rmt | 273 | ₹1,06,579.2 |
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