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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.6 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹37.0 L+₹1.5 L (4.10%)Rejected-Finance H NO 130 ANAND NAGAR A TRIPURI TOWN PATIALA | PATIALA | PATIALA | PUNJAB | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Tender rejected by TOC |
Tender Value
₹38.3 L
EMD Value
₹76,608
Closing Date
2 Feb 2026, 5:00 pmClosed
Superintending Engineer
Municipal Corporation Patiala
Providing and laying of CC in Moti Bagh Gurudwara sahib Parking and Parallel CC Road. Est cost Rs. 38.30 lacs dt 22/23.01.2026
2026_DLG_157500_1
MCP/2026/459-463/12
Open Tender
Civil Works
Percentage
93 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹76,608
Yes
27 Apr 2026
12 Jan 2026
3 Feb 2026
12 Jan 2026
2 Feb 2026
12 Jan 2026
Earthwork excavation in ordinary soil exclusive of compensation of earth eart work undressed with a combined lead upto 15 metrs uncluding breaking of clods
Dismanteling concrete Lime concrete, cement concrete of 16:12 or loeaner mnix
Cement concrete plain 1:2:4 mix
Cement concrete 1:8:16 with stone aggregates 40mm gaugeby mechanical means using concrete mixer volumetric type
Extra for pumping charges of batch mix conrete / ready mix conrete work (RMC)
Extra for carriage of RMC / batch mixed concrete with transit mixture beyong 1st km
Cement Concrete Pavement Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with Fly ash (subject to maximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th Revision
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
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 Single Road Gully chamber Size 610mm x 457mm x 800mm
loading and unloading by mechanical means stone (building or pitching ) sand earth fly ash bajri shingle spalls brick bats brick ballast and stone metal
carriage earth surkhi sand earth fly ash bajri ballast stone boulders kankar and building rubbish earth 5 km
Recovery of excavated stone metal
Contigency 2%
testing charges @.50% as per clause no 2.1 (xi) 0.5%
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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BOQ_319355.xls
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Tenderdocuments.rar
Tender Documents • 4.90 MB
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