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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.4 LAccepted-AOC 78 WARD NO 2 MUNDI KHARAR | L1 | Accepted-AOC L1 | |
| 2 | L2₹64.7 L+₹25,890 (0.40%)Rejected-AOC KOTHI NO 439 SECTOR 71 MOHALI | L2 | Rejected-AOC L2 |
Tender Value
₹64.7 L
EMD Value
₹1.3 L
Closing Date
30 Mar 2026, 11:00 amClosed
Executive Engineer
Executive Engineer, Water Supply and Sanitation, Division No.-1, At Chandigarh
PROVIDING and LAYING OF SN-8 SEWER 315MM O/D AND 400 MM RCC NP-3 PIPE WITH HDPE LINING DUE TO DAMAGED OF EXISTING SEWER LINE, CONSTRUCTION OF MANHOLES FROM SIDE OF HOUSE NO 1163 TO BACKSIDE OF SCO 1 TO MAIN SEWERLINE, PHASE 5, S.A.S. NAGAR
2026_WSS_164226_1
2827...
National Competitive Bid
Civil Works
Percentage
120 days
Mohali
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹1.3 L
15 May 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
30 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 0Dismantling of Flexible Pavements (By Mechanical Means) | |||||
| 1Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | |||||
| 2Dismantling concrete | |||||
| 3Cement concrete plain 1:4:8 or 1:5:10 | |||||
| 4Cement concrete plain1:2:4 mix | |||||
| 5First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | |||||
| 6Floating coat of 1:5mm thick neat cement laid in one operation to the topping | |||||
| 712.5 mm thick cement plaster 1:3 | |||||
| 8Cement rendering on plaster 1mm thick | |||||
| 9Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth | |||||
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DNIT11636472.pdf
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BOQ_332727.xls
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