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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Finance | -9.11% | ₹3.7 L | L1 | Admitted-Finance |
Tender Value
₹4.1 L
EMD Value
₹8,120
Closing Date
28 May 2026, 5:00 pmClosed
Superintending Engineer
Municipal Corporation Patiala
Construction of CC Road in Manshahia Colony ward no. 49 Est cost Rs. 4.06 lacs dt 28/29.05.2026
2026_DLG_168493_1
MCP/2026/63-65/12
Open Tender
Civil Works
Percentage
30 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹8,120
Yes
28 Jul 2026
19 May 2026
29 May 2026
19 May 2026
28 May 2026
19 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixingbymechanicalmeansusingconcrete
mixer volumetric type | 30.28 | cum | 4,048.52 | ₹1,22,574.49 |
| 2 | Reinforced 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 | 30.28 | cum | 5,428.69 | ₹1,64,361.03 |
| 3 | 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 | 101.94 | cum | 307.62 | ₹31,358.98 |
| 4 | Providing and fixing RCC manhole covers only 560mm i/d RCC man hole cover only as per
ISI Heavy duty | 2 | no | 1,169.38 | ₹2,338.76 |
| 5 | 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 | 18.29 | m | 1,964.15 | ₹35,929.57 |
| 6 | 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 Engineer-In-Charge Single Road Gully chamber Size 610mm x 457mm x 800mm | 4 | no | 6,300.98 | ₹25,203.92 |
| 7 | 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 | 4 | on connection | 353.98 | ₹1,415.92 |
| 8 | By Mechanical Means Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick
ballast and Stone metal. | 101.94 | cum | 20.52 | ₹2,091.81 |
| 9 | Earth,Surkhi, Sand, Earth, Fly Ash, Bajri,
Ballast, Stone boulders, Kankar and building
rubbish, Earth 5.0 km | 101.94 | cum | 205.61 | ₹20,959.88 |
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