Tender For Rough Cost Estimate For Providing And Laying Sewer Line Shera Wala Gate To Liquour Shop Near Happy Chicken In Mc Patiala-1. Est Cost Rs. 37.77 Lacs
Tender Value
37.77 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
9 days left
EMD
75540
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rough Cost Estimate For Providing And Laying Sewer Line Shera Wala Gate To Liquour Shop Near Happy Chicken In Mc Patiala-1. Est Cost Rs. 37.77 Lacs
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | DISMANTLINGDismantling concreteLime concrete, cement concrete of 1:6:12 or leaner mix |
| 3 | SEWERAGE AND DRAINAGEExcavation 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.(A) Depth upto 2.00 m(i) All kinds of soil except rocky |
| 4 | 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.(c) Inside size 120x180 cm and 120 cm deep |
| 5 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth.(c) Inside size 120x180 cm |
| 6 | Providing, 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 etc copmplete in all respects.(A) R.C.C. pipe with inside H.D.P.E. lining class- NP-3(d) 600mm i/d pipe with inside H.D.P.E. lining |
| 7 | 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.(a) 110mm o/d pipe |
| 8 | 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.(d) 200mm o/d pipe |
| 9 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials and disposal of unserviceable materials within 100 m as desired by Engineer-in-Charge.(f) 300 mm Diametre |
| 10 | Disilting of manhole including all safety measures, cost of container T & P and disposal of silt upto 5km complete in all respects.(a) Depth upto 3 m |
| 11 | Dismantling of manhole chamber including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site including disposal of unserviceable material within 100 m as desired by Engineer-in-charge.(b) Rectangular manhole 90x150 cm and 45 cm deep |
| 12 | Extra for depth of manholes dismantled for additional depth of 0.300 m including disposal of dismantled material within 100 m as desired by Engineer-in-charge.(b) Rectangular manhole 90x150 cm |
| 13 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 beyond 1.80 m upto 3.60 m beyond addiational depth.(c) Inside size 120x180 cm |
| 14 | Provding and fixing timbering on face of trenches if required for sewers and manholes for item 29.4 and 29.5 irrespective of the depth, measuring each timbered surfaces of trench on which timbering is done.(A) Type-I Simple form of timbering(ii) For trench having width above 1m and upto 2m |
| 15 | MAINTENANCE OF CANAL AND DRAINMaking dewatering arrangement by pumping set 4 *4 (Tractor driven) |
| 16 | By Mechanical MeansStone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal. |
| 17 | CHAPTER NO. 5-5.25.2Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth.(5) 5.0 km |
| 18 | REPAIR OF SEWER CONNECTION {WHILE LAYING SEWER LINE) AS PER WORK DONE |
| 19 | REPAIR WATER SUPPLY CONNECTION (WHILE LAYING SEWER LINE) AS PER WORK DONE |
| 20 | CONTIGENCY COST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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