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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance 1087 606 GURU NANAK ENCLAVE RAMGARH DAUN SAS NAGAR MOHALI PUNJAB | MOHALI | SAS NAGAR | PUNJAB | ₹6.0 L | L1 | Accepted-Finance lower rates |
| 2 | L2₹6.3 LRejected-Finance | ₹6.3 L | L2 | Rejected-Finance higher rates |
| 3 | L3₹6.5 LRejected-Finance 623 A SMALL FLAT SECTOR 38 DHANAS CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹6.5 L | L3 | Rejected-Finance higher rates |
| 4 | L4₹6.6 LRejected-Finance | ₹6.6 L | L4 | Rejected-Finance higher rates |
| 5 | L5₹7.2 LRejected-Finance 2723 ADARSH NAGAR NAYAGAON MOHALI | ₹7.2 L | L5 | Rejected-Finance higher rates |
Tender Value
₹8.2 L
EMD Value
₹16,374
Closing Date
2 Apr 2026, 11:00 amClosed
Er Sanjay Sahni
EEPH8 Chd
New Build Toilet, Sewer Line and water supply line and other allied work Cow Shed in Model Jail, Sector 51, Chandigarh.
2026_CHD_91366_2
PH8/2026/2673485/40
Open Tender
Public Health Products
30 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹16,374
8 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. .2.8 | ||||||
| 1.01 | All kinds of soil. .2.8.1 | - | cum | 253.27 | - | NSR2 |
| 2Excavating 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 :: .2.10 | ||||||
| 2.01 | All kinds of soil .2.10.1 | - | - | - | - | NSR4 |
| 2.02 | Pipes, cables etc, not exceeding 80 mm dia. .2.10.1.1 | - | mtr | 209.78 | - | NSR5 |
| 2.03 | Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia
.2.10.1.2 | - | mtr | 342.64 | - | NSR6 |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : .4.1 | ||||||
| 3.01 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.4 | - | cum | 7,570.23 | - | NSR8 |
| 3.02 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.10 | - | cum | 6,342.6 | - | NSR9 |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). .5.3 | - | cum | 11,194.85 | - | NSR10 |
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