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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Tender rejected by TOC |
| 2 | Rejected-Technical MODEL TOWN PATIALA | Rejected-Technical Tender rejected by TOC |
Tender Value
₹18.2 L
EMD Value
₹36,482
Closing Date
25 Feb 2026, 5:00 pmClosed
Superintending Engineer
Municipal Corporation Patiala
R/C Estimate of Construction of additional Manholes in various streets of Guru Nanak nagar in MC Patiala. Est Cost Rs. 18.24 lacs dt 25/26.02.2026
2026_DLG_160467_1
MCP/2026/507-511/19
Open Tender
Civil Works
Percentage
120 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹36,482
Yes
16 Apr 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
Dismantling concrete Cement concrete plain1:2:4 mix
Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge
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 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications
Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects Depth upto 2.00 m All kinds 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 plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. Inside size 75x120 cm and 120 cm deep
Inside size 90x150 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 75x120 cm
Inside size 90x150 cm
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete For pipes 100 to 250 mm Diametre
Raising RCC slab of all thickness on Man hole chamber to desired height and placing back in position after raising the Manhole (Raising depth of Brick Work and Plaster will be paid extra as per CSR Item) Inside size 75x120 cm
Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects 200mm o/d pipe
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. 29.49) complete and to the requirement of the Engineer-In-Charge. Single Road Gully chamber Size 610mm x 457mm x 800mm
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