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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC | ₹6.4 L | L1 | Accepted-AOC AOC issued |
| 2 | L2₹9.1 L+₹2.6 L (41.1%)Rejected-Finance MODEL TOWN PATIALA | ₹9.1 L+₹2.6 L (41.1%) | L2 | Rejected-Finance L2 |
| 3 | L3₹9.1 L+₹2.7 L (42.1%)Rejected-Finance | ₹9.1 L+₹2.7 L (42.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹8.7 L+₹2.3 L (35.8%)Rejected-Finance | ₹8.7 L+₹2.3 L (35.8%) | L4 | Rejected-Finance L4 |
Tender Value
₹9.2 L
EMD Value
₹18,357
Closing Date
4 May 2026, 5:00 pmClosed
Superintending Engineer
Municipal Corporation Patiala
Rough Cost Estimate of providing and laying of strom sewer line in jujhar nagar in street no. 6 and its adjoining street in MC Patiala. Est Cost Rs. 9.17 lacs dt 04/05.05.2026
2026_DLG_166815_1
MCP/2026/36-38/09
Open Tender
Miscellaneous Works
Percentage
120 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹18,357
Yes
21 Aug 2026
27 Apr 2026
5 May 2026
27 Apr 2026
4 May 2026
27 Apr 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 | Taking 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. | 166.45 | sqm | 59.24 | ₹9,860.2 |
| 2 | Dismantling concrete Lime concrete, cement concrete of 1:6:12 or leaner mix
leaner mix | 16.64 | cum | 846.34 | ₹14,086.44 |
| 3 | Excavation in trenches with straight or open
cutting in streets, lanes or in open areas for
intramural sullage drains, intramural
intercepting drains and outfall drains storm
water channels and other work contingent or
incident thereto, by mecanical means (JCB or
Hydraulic excavator) including manually
dressing of bed, trimming of sides and sides
slopes 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, watching etc. subsequent refilling ,
watering and dressing upto ground level for
lead upto 15 m and for all lifts including
disposing surplus soils up to 15 metre
complete in all respects. Depth upto 2.00 m For Ordinary soil having gravel up to 40% | 106.2 | cum | 106.4 | ₹11,299.66 |
| 4 | 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 | 132 | m | 3,144.32 | ₹4,15,050.24 |
| 5 | 250mm o/d pipe | 50 | m | 3,012.81 | ₹1,50,640.5 |
| 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-Charg
. Single Road Gully chamber Size 610mm x 457mm x 800mm | 20 | no | 12,281.62 | ₹2,45,632.4 |
| 7 | Double Road Gully Chamber Size 1448mm x 457mm x 800mm | 3 | no | 11,083.87 | ₹33,251.61 |
| 8 | Extra for making connections of all sizes newly
laid sewers within benching of fully charged
sewers including pluging of sewer, dewatering
& desilting of manholes etc. complete in all
respects.
with existing sewer of 300 mm id and below | 4 | one connection | 741.66 | ₹2,966.64 |
| 9 | LOADING AND UNLOADING
By Mechanical Means Stone (building or pitching) Sand, Earth, FlyAsh, Bajri, Shingle, Spalls, Brick bats, Brick
ballast and Stone metal | 75.97 | cum | 20.52 | ₹1,558.93 |
| 10 | By Manual Means Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick
ballast and Stone metal. | 50.73 | cum | 33.04 | ₹1,676.14 |
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