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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 CrRejected-AOC 78 WARD NO 2 MUNDI KHARAR | ₹1.4 Cr | L2 | Rejected-AOC L2 |
Updated dates
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
6 Apr 2026, 11:00 amClosed
Executive Enginee
Executive Engineer, Water Supply and Sanitation, Division No.-1,mohali
PROVIDING AND LAYING OF RCC PIPE WITH HDPE INNER LINNING OF 700 MM I/D DUE TO DAMAGED EXISTING SEWER LINE, CONSTRUCTION OF MANHOLES, CONSTRUCTION OF ROAD GULLIES FROM CHAWLA TRAFFIC LIGHT POINT TO MATAUR CHOWK, PHASE 3B2, S.A.S. NAGAR
2026_WSS_164291_1
3029
National Competitive Bid
Civil Works
180 days
mohali
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹2.9 L
Mohali
15 May 2026
21 Mar 2026
6 Apr 2026
21 Mar 2026
6 Apr 2026
21 Mar 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 |
|---|---|---|---|---|---|
| 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 and relaying Kerb Channels complete in all respects. | |||||
| 3Dismanlting and Relaying of 60mm thick CC interlocking paver bolcks of M-35 including concerte base and relaying of same over 50mm thick sand laid over 100 mm thick base coures CC 1:816 complete in all respects including sand grouting etc. | |||||
| 4Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. | |||||
| 5For depth not exceeding 3 m. below Ground level | |||||
| 6(i) All classes of soil except rocky | |||||
| 7For depth exceeding 3.00 m but not exceeding 4.5 B.G.L | |||||
| 8(i) All classes of soil except rocky | |||||
| 9Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etccopmplete in all respects. | |||||
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