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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC 24 INDUSTRIAL AREA PH 5 MOHALI | MOHALI | MOHALI | PUNJAB | ₹8.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.8 LRejected-AOC VPO SAKRALI TEHSIL NABHA DISTRICT PATIALA | NABHA | PATIALA | PUNJAB | ₹8.8 L | L2 | Rejected-AOC L2 |
Tender Value
₹8.9 L
EMD Value
₹17,705
Closing Date
10 Mar 2026, 11:00 amClosed
Executive Engineer
WATER SUPPLY AND SANITATION DIVN NO -1, WATER WORKS COMPLEX, INDl. AREA, PH-1, MOHALI
PROVIDING AND LAYING OF RCC NP-3 PIPES OF 600 MM I/D,CONSTRUCTION OF MANHOLES, CONSTRUCTION OF ROAD GULLIES FROM HOUSE NO 4704 TO 4762, AND 3534 TO 3465, SECTOR 70 S.A.S Nagar
2026_WSS_162242_3
2222
National Competitive Bid
Civil Works
30 days
Mohali
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹17,705
17 Apr 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
Dismantling of Flexible Pavements (By Mechanical Means)
Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000mtr.
Dismantling and relaying Kerb Channels complete in all respects.
Dismantling concrete
Cement concrete plain 1:4:8 or 1:5:10
Cement concrete plain1:2:4 mix
Dismanlting 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.
Excavation 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.
For depth not exceeding 3 m. below Ground level
(i) All classes of soil except rocky
Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Inside size 150x180 cm and 120 cm deep
Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth.
Inside size 150x180 cm
Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the
Double Road Gully Chamber
Size 1448mm x 457mm x 800mm
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS 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 fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
R.C.C. Pipe NP -3
600 mm i/d Pipe
Cement concrete 1:4:8
With stone aggregate 40mm
Mixing by Manual Means
Cement concrete 1:2:4
mixing by manual means
Plugging of Manhole with the help of sand filled bags including cost of sand and labour complete Job.
Pumping out water for execution of work.
Repair of Manhole of size 5' x 3' complete in all respects
Disilting of manhole including all safety measures, cost of container T & P and disposal of silt upto 5km complete in all respects.
Depth up to 3 Mtr.
Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer, desilting, removal of sullage water and making good of khudda
Sewer connections upto 300 mm id
Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster
Carriage of Surplus soil (Lead upto 7 Km)
Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth.
Carriage of bricks (Lead 25km)
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