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Tender ID
Tender Value
₹9.2 L
EMD Value
₹18,357
Closing Date
24 Mar 2026, 5:00 pmClosed
Superintending Engineer
Municipal Corporation Patiala
Rough Cost Estimate of providing and laying of strom sewer line in jujhar nagar in street no. 6 and its adjoining street in MC Patiala. Est Cost Rs. 9.17 lacs dt 24/25.03.2026
2026_DLG_163463_1
MCP/2026/559-563/19
Open Tender
Miscellaneous Works
Percentage
120 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹18,357
Yes
24 Apr 2026
14 Mar 2026
25 Mar 2026
14 Mar 2026
24 Mar 2026
14 Mar 2026
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 concrete Lime concrete, cement concrete of 1:6:12 or leaner mix leaner mix
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 For Ordinary soil having gravel up to 40%
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
250mm 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-Charg . Single Road Gully chamber Size 610mm x 457mm x 800mm
Double Road Gully Chamber Size 1448mm x 457mm x 800mm
Extra for making connections of all sizes newly laid sewers within benching of fully charged sewers including pluging of sewer, dewatering & desilting of manholes etc. complete in all respects. with existing sewer of 300 mm id and below
LOADING AND UNLOADING By Mechanical Means Stone (building or pitching) Sand, Earth, FlyAsh, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal
By Manual Means Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal.
Making bore and installation of pumping set for dewatering arrangements complete in all respects
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS Code 15658(2006) for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footpaths)
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