Tender For Construction Of Road Gully, Laying Of Sn8 Pipe And Repair Of Interlocking Paver Blocks Of B Tank Road, Sukhdaspura Mohalla, Old Lal Bagh, Kanera Mohalla, Books Market Various Streets Ward No 47 . Est. Cost Rs. 26.96 Lacs
Tender Value
26.96 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
8 days left
EMD
53920
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 Construction Of Road Gully, Laying Of Sn8 Pipe And Repair Of Interlocking Paver Blocks Of B Tank Road, Sukhdaspura Mohalla, Old Lal Bagh, Kanera Mohalla, Books Market Various Streets Ward No 47 . Est. Cost Rs. 26.96 Lacs
BOQ
| Sl. No. | Item Description |
| 1 | CHAPTER NO. 8 - DISMANTLINGCHAPTER NO. 8-8.43Taking 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. |
| 2 | CHAPTER NO. 14 - FLOORING & DADOSCHAPTER NO. 14-14.137Relaying 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). |
| 3 | CHAPTER NO. 14-14.137Providing 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). |
| 4 | CHAPTER NO. 10 - CONCRETECHAPTER NO. 10-10.6 - Cement concrete 1:8:16CHAPTER NO. 10-10.6-b - With stone aggregates 40mm gaugeCHAPTER NO. 10-10.6-b-iimixing by mechanical means using concrete mixer volumetric type |
| 5 | CHAPTER NO. 10-10.13 - Cement concrete 1:2:4CHAPTER NO. 10-10.13-a - With stone ballast or shingleCHAPTER NO. 10-10.13-a-iimixing by mechanical means using concrete mixer volumetric type |
| 6 | CHAPTER NO. 10-10.15Unreinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 7 | CHAPTER NO. 15 - PLASTERING & POINTINGCHAPTER NO. 15-15.912.5 mm thick cement plaster 1:4 |
| 8 | CHAPTER NO. 11 - BRICK WORKCHAPTER NO. 11-11.6First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 9 | CHAPTER NO. 29 - SEWERAGE AND DRAINAGECHAPTER NO. 29-34CHAPTER NO. 29-34-A - RCC Man hole cover with FrameCHAPTER NO. 29-34-A-a - 560mm i/d RCC man hole cover with frame as per ISICHAPTER NO. 29-34-A-a-iiProviding & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm (for EHD and HD).Heavy duty |
| 10 | CHAPTER NO. 29-43CHAPTER NO. 29-43-dProviding, 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 |
| 11 | CHAPTER NO. 29-49 - Providing & Fixing RCC Road Gully grating & frameCHAPTER NO. 29-49-aRCC Road Gully grating & frame size 610mm*457mm |
| 12 | CHAPTER NO. 29-49-bRCC Road Gully grating & frame size 610mm*300mm |
| 13 | CHAPTER NO. 6 - EARTH WORKCHAPTER NO. 6-6.6Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 14 | Contingency @ 3% |
| 15 | Testing Charges @ 0.50% (as per clause 2.1(Xi)) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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