Public Works Department Tender
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Costs
EMD
₹ 9,45,367Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_CEPW_133824_1Tender No
Tender Notice No. 10 Dated 30.01.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
... More
Bricks
27855
-2
-73258.65
... More
Excavation for Widening Portion
3799.08
33
128066.99
... More
Compaction of earth work & Preparation of sub grade
20163.6
6
127433.95
... More
Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base
1320
146
193300.8
... More
Construction of granular sub-base by providing coarse graded material grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
1404.54
1560
2191082.4
... More
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
12380
82
1021473.8
... More
Making 50 mm x 50 mm Furrows - Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical (Full surface area will be measured for payment)
15829.5
5
83421.47
... More
Providing, laying, spreading and compacting stone aggregates of Grading I 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
2724.54
2116
5765508.08
... More
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
2567.26
2116
5432604.56
... More
Providing and laying surface dressing in single
coat using crushed stone aggregates of specified
size on a layer of bituminous binder VG-10 @ 1kg
per sqm laid on prepared surface after cleaning
the road surface and rolling with 8-10 tonne
smooth wheeled steel roller complete as per
technical clause 509 of MORT&H specifications
34045
91
3120224.25
... More
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
34849.52
25
903996.55
... More
Providing and laying bituminous macadam 50mm to 75mm thick with Continuous 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 paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications
1730.93
8621
14923264.92
... More
Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications
34849.52
165
5781883.86
... More
Providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 513 of MORT&H specifications
34849.52
64
2260688.36
... More
Earth work undressed with a combined lead upto 15 meters including breaking of cloads
2532.85
81
205464.79
... More
Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications
171
106
18206.37
... More
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
206.91
649
134421.15
... More
Reinforced cement concrete M-15 grade village
board of standard design fixing in position
including painting and printing etc. complete as
per PWD specifications
4
5498
21993.2
... More
Reinforced cement concrete M-15 grade boundary
pillars of standard design as per IRC 25-1967
fixing in position including painting and printing
etc. complete as per technical clause 806 of
MORT&H specifications
20
1371
27436.4
... More
Nabard Board
2
11588
23177
... More
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
695
256
178441.25
... More
1.5 foot Hume Pipe Culvert
5
64337
321685
... More
Repair of existing Bridge at RD 3100
1
237477
237477
... More
Repair of Parapet 6 mtr Slab Type culvert
1
29484
29484
... More
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for verticalpost complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
10
4244
42441.9
... More
Culture Cess
43367336.14
-
433673.36
... More
Routine Maintenance Work
-
-
-
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Routine Maintenance of Construction Work As per Periodically to routine maintenance mentioned in the technical specifications (For 2nd Year)
6.27
99856
626102.64
... More
Routine Maintenance of Construction Work As per Periodically to routine maintenance mentioned in the technical specifications (For 3rd Year)
6.27
117182
734732.21
... More
Routine Maintenance of Construction Work As per Periodically to routine maintenance mentioned in the technical specifications (For 4th Year)
6.27
154993
971806.11
... More
Routine Maintenance of Construction Work As per Periodically to routine maintenance mentioned in the technical specifications (For 5th Year)
6.27
180969
1134678.89
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