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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC AOC issued |
| 2 | L2₹5.9 L+₹1.2 L (26.5%)Rejected-Finance | ₹5.9 L+₹1.2 L (26.5%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Tender rejected by TOC |
Tender Value
₹6.4 L
EMD Value
₹12,760
Closing Date
24 Mar 2026, 5:00 pmClosed
Superintending Engineer
Municipal Corporation Patiala
P/L of cement concrete road back side PVR VRC mall hira bagh patiala ward no 26, Patiala 2 Est cost Rs. 6.38 lacs dt 24/25.03.2026
2026_DLG_162893_1
MCP/2026/554-558/01
Open Tender
Civil Works
Percentage
30 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹12,760
Yes
19 May 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type
Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
Precast Cement Concrete Channel Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
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
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. 160mm 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
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
Loading and unloading by mechanical means Stone (building or pitching) Sand, Earth, Fly Ash, najri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal
Carriage 5.2 Earth, Surkhi, Sand, Earth, Fly, Ash, Bajri< Ballast, Stone boulders, Kankar and building rubbish, Earth
AC strips for joints
Carriage C/A Cement concrete 1:8:16 (with stone aggregates 40mm gauge ) mixing by mechanical means using concrete mixxer volumetric type
F/S Cement concrete 1:8:16 (with stone aggregates 40mm gauge ) mixing by mechanical means using concrete mixxer volumetric type
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tech_eval.pdf
boq_comp_chart.xlsx
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BOQ_330101.xls
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