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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC VPO MOTEMAJRA DISTT TEHSIL SAS NAGAR MOHALI PB | ₹14.0 L | L1 | Accepted-AOC Due to lower rates |
| 2 | L2₹14.4 LRejected-Finance | ₹14.4 L | L2 | Rejected-Finance Due to higher rates |
| 3 | L3₹14.6 LRejected-Finance 1087 606 GURU NANAK ENCLAVE RAMGARH DAUN SAS NAGAR MOHALI PUNJAB | MOHALI | SAS NAGAR | PUNJAB | ₹14.6 L | L3 | Rejected-Finance Due to higher rates |
| 4 | L4₹14.8 LRejected-Finance | ₹14.8 L | L4 | Rejected-Finance Due to higher rates |
| 5 | L5₹15.2 LRejected-Finance | ₹15.2 L | L5 | Rejected-Finance Due to higher rates |
Tender Value
₹18.0 L
EMD Value
₹35,983
Closing Date
15 Apr 2026, 11:00 amClosed
EEPH Divn No. 3 Chd
EEPH Divn No. 3 Chd
Renovation of Toilet Block at Squash Hall in Lake Sports Complex U.T., Chandigarh
2026_CHD_91641_1
PH3/2026/155
Open Tender
Public Health Products
90 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹35,983
26 May 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
15 Apr 2026
8 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8 | ||||||
| 1.1 | All kinds of soil DSR 2.8 | - | cum | - | - | NSR2 |
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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 : DSR 2.10 | - | - | - | - | NSR3 | |
| 0.0 | All kinds of soil DSR 2.10.1 | - | - | - | - | NSR4 |
| 0.0 | Pipes, cables etc, not exceeding 80 mm dia. DSR 2.10.1.1 | - | Mtr. | 209.78 | - | NSR5 |
| 0.9 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre DSR 2.10.1.2 | - | Mtr | - | - | NSR6 |
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : DSR 4.1 | - | - | - | - | NSR7 | |
| 0.0 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
DSR 4.1.4 | - | Cum | - | - | NSR8 |
| 0.0 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
DSR 4.1.10 | - | Cum | - | - | NSR9 |
| 4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and size in : DSR 6.4 | ||||||
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