Department Of Local Government Tender
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Costs
EMD
₹ 1,26,920Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_DLG_137540_1Bid Award Id
ViewTender No
MCP/2025/171-175/34Tender Authority
Department Of Local Government ViewPurchaser Address
-Website
http://http://lgpunjab.gov.in/
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Documents
BOQ Items
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Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high
half brick deep including excavation, refilling
and disposal of surplus earth up to 50mtr
complete as per Punjab PWD specifications
1705.18
75
129048.02
... More
Tack Coat @ 0.40kg per sqm: Providing and applying tack coat with penetration grade
bitumen VG-10 using bitumen pressure
distributor at the rate of 0.40 kg per sqm on
the prepared bituminous surface/granular
surface treated with prime coat after cleaning
the surface complete as per technical specifications
11362.98
25
294869.33
... More
Bituminous Macadam 50mm to 75mm thickness (Grading II): Providing and laying
bituminous macadam 50mm to 75mm thick
with batch type hot mix plant using crushed
aggregates of specified grading premixed with
bituminous binder VG-30 @3.4%, laid over a
previously prepared surface with hydrostatic
paver finisher with sensor control to the
required grade, level and alignment and rolled
to achieve the desired compaction complete as
per technical clause 504 of MORT&H
specifications
172.31
8126
1400337.52
... More
Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type
HMP using crushed aggregates of specified
grading, premixed with bituminous binder
VG-30 @ 5%, laying with a hydrostatic paver
finisher with sensor control to the required
grade, level and alignment, rolling with
smooth wheeled, vibratory and tandem rollers
to achieve the desired compaction complete as
per IRC-111 (2009) specifications
274.76
10461
2874311.07
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Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic
compound 2.5mm thick including reflectorising
glass beads @ 0.25kg per sqm area as per
IRC:35 1997 complete as per technical clause
803 of MORT&H specifications
64.08
649
41630.21
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Compacting original ground below road crust- Loosening, leveling and compacting original
ground up to a level of 500mm below road
crust, mixed with water at OMC, levelled,
graded and compacted in layers by rolling so
as to achieve minimum dry density as given in
Table 300-2 for sub grade construction as per
technical clause 305 of MORT&H specifications
627.17
68
42685.19
... More
Water Bound Macadam Grading II: Providing,
laying, spreading and compacting stone
aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages
to proper grade and camber, applying and
brooming requisite type of screening/ binding
Materials to fill up the interstices of coarse
aggregate, watering and compacting to the
required density complete as per technical
clause 404 of MORT&H specifications
158.28
485
76765.8
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Supplying and fixing of single mould twin shank reflective road studs made out of poly
carbonate/ABS moulded body and reflective
panels with micro prismatic lens or Glass
Beeds capable of providing total internal
reflection of the light entering the lens face
with retro reflectance and chromaticity values
shall be as given in the detailed specifications
and the product shall conform to ASTM D4280.
The raised pavement marker shall also meet
all the testing conditions of ASTM D4280 and
fixed to the road surface using the adhesive.
Two cylindrical Polymer Shanks of not less
than 20 mm diameter and not less than 30
mm length shall be molded in the RPM body.
The marker shall support a load of 13635 Kg
tested in accordance with ASTM D4280. The
marker shall withstand flexural strength of
909 kgf force in accordance with ASTM D4280.
Marker lenses shall be moulded of
Polycarbonate or methyl methecrylate
conforming to ASTM D788. The supplier shall
provide a 2 years warranty for satisfactory
field performance as per clause 804.7.3 of
MORT&H 5th revision specifications.
100
256
25675
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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 with frame as
per ISI Heavy duty
14
2045
28642.6
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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
14.63
1964
28735.51
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Providing & Fixing RCC Road Gully grating &
frame
RCC Road Gully grating & frame size 610mm*457mm
14
1519
21268.1
... More
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
6300
25203.92
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Excavation in trenches with straight or open
cutting in streets, lanes or in open area with
3D/JCB or excavator including manually
dressing bed, trimming sides and side slopes
for sewers and manholes to full depths as
shown in drawings,including, dressing to
correct sections and dewatering, provision for
diversion for traffic, protection of existing
services i.e. telephone cables, electric lines,
water supply lines and gas lines etc. night
signals, profiles, pegs, sight rails, boning rods,
watching, etc., fixing and maintenance of
caution boards, fencing, refilling trenches,
watering, ramming and restoration of surface
to original level and removal of surplus spoil
from the site of works, upto one chain (15m)
complete in all respects.
Depth not exceeding 3 m BGL All kinds of soil except rocky
1029.44
104
107370.59
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LOADING AND UNLOADING By Mechanical Means
Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick
ballast and Stone metal
402.32
20
8255.61
... More
CARRIAGE
Earth,Surkhi, Sand, Earth, Fly Ash, Bajri,
Ballast, Stone boulders, Kankar and building
rubbish, Earth.
5.0 km
402.33
205
82723.07
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ESCALATION 3%
1
184154
184154.03
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