Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAccepted-AOC | ₹25.9 L | L1 | Accepted-AOC AOC issued |
| 2 | L2₹26.5 L+₹53,697.98 (2.07%)Rejected-Finance | ₹26.5 L+₹53,697.98 (2.07%) | L2 | Rejected-Finance L2 |
| 3 | L3₹30.5 L+₹4.6 L (17.6%)Rejected-Finance | ₹30.5 L+₹4.6 L (17.6%) | L3 | Rejected-Finance L3 |
| 4 | L4₹31.5 L+₹5.5 L (21.3%)Rejected-Finance | ₹31.5 L+₹5.5 L (21.3%) | L4 | Rejected-Finance L4 |
Tender Value
₹33.1 L
EMD Value
₹66,280
Closing Date
24 Mar 2026, 5:00 pmClosed
Superintending Engineer
Municipal Corporation Patiala
Laying of CC in various roads of New Rose colony (along chotti nadi to Rajpura Road and adjoining streets) of ward no 34. Est Cost Rs. 33.14 lacs dt 24/25.03.2026
2026_DLG_163400_1
MCP/2026/559-563/12
Open Tender
Civil Works
Percentage
180 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹66,280
Yes
29 May 2026
14 Mar 2026
25 Mar 2026
14 Mar 2026
24 Mar 2026
14 Mar 2026
Dismanteling brick or flagged stone flooring without concrete base
Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type
Compaction of Earth work Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
Plain Cement Concrete Pavement Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications
Excavation manually in trenches with straight or open cutting in built up street/ lane having wall to wall width of street/ lane upto 3.0 metre, for intramural sullage drains, extramural intercepting drains and outfall drains, storm water channels and other work contingent or incident thereto, 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, for leads upto 15m and for all lifts and subsequent refilling, watering and dressing upto groung level, including removal of surplus spoil from the site upto 15 metre distance complete in all respects. All classes of soil except rocky
Providing & 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). RCC Man hole cover with Frame 560mm i/d RCC man hole cover withframe as per ISI Heavy duty
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
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
Bricks First Class (Clay/Fly/Ash) (at kilnsite) (Note-District wise rates for bricks / tiles attached at Annexure - II) Bricks 22.86 cm x 11.11 cm x 6.83cm hand moulded at kiln site average rate of all districts
Testing charges 0.5%
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.61 MB
BOQ_331010.xls
BOQ • 0.30 MB
TenderdocumentsP1.rar
Tender Documents • 5.37 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .