Public Works Department Tender
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Costs
EMD
₹ 1,44,200Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CEPW_137756_1Tender No
Tender Notice No 10 dated 28.03.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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P.C.C. 1:3:6 nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Sr no 12.4 )
65.26
5511
359642
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P.C.C. M-15 in flooring including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification .( Sr. no 12.11-F)
64.8
5722
370826
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P.C.C. M-20 in flooring including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification .( Sr.no 12.11-F)
32.4
6293
203898
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Brick masonry work in cement mortar 1: 3 in foundation complete excluding pointing and plastering as per drawing and technical specifications ( Sr no 12.5 )
52.81
7049
372293
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Reinforced Cement Concrete M-30 in in Abutment/Pier / wing wall Footing including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification.( Sr. no 12.11-F)
112.56
6953
782730
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Reinforced Cement Concrete M-30 in sub structure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification .( Sr. no 13.5)
(Upto 5 M Height)
106.94
7354
786537
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (Sr no 13.10 )
50.08
2795
140010
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Providing weep holes in Brick masonry / Reinforced concrete abutment, wing wall/ return wall with 80 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Sr no 13.8 )
120
265
31860
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Rubbing smooth top of Abutment / Pier cap with carborandam stone
19.69
47
929
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Furnishing and Placing Reinforced / Prestressed cement concrete in M-30 in Deck Slab including centering shutering but excluding steel reinforcement as per drawing and Technical Specification ( Sr no 14.1 )
98.51
7946
782772
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Drainage Spouts complete as per drawing and Technical specification (Sr no 14.9)
6
874
5246
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Providing and making of expansion joint with bitumen filler
32.82
582
19115
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Providing and laying 56 mm thick.wearing coat consisting of 50 mm th. Bituminous concrete in 2 layers 25 mm th.each over 6mm thick Mastic asphaltic with tack coat MORT&H Specifications
104.68
1241
129945
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Construction of R.C.C M-40 Anti- Crash railing including centering shuttering but excluding steel reinforcement complete as per Drawing and Technical Specifications. ( Sr no 14.1-E )
30.79
5609
172704
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement complete as per Drawing and Technical Specifications. Sr no 12.40 , 13.6 & 14.2)
-
-
-
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a) In foundation
5.16
88536
457024
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b) In Sub Structure
8.72
88758
773973
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c) In Super Structure
10.1
89276
901692
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.( Sr no 14.16)
48.64
134
6543
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Marking of Centre line, Zebra lines with hot applied thermoplastic road marking paint meterial conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision)
8.08
654
5292
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Providing and fixing Pavement marker (Cat eyes) made out if ABS of size 128mmx110x29.5mm with nail having having 50 mm stem of ABS. The Pavement Marker shall be installed with automatic machine and epoxy "A&B" complete in all respects.
26
256
6676
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Providing and fixing of Standard Metal Delineators per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer.
4
1238
4953
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Providing and fixing informatory Boards (900x600mm)
2
6921
13844
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Clause 305
265.28
359
95410
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Construction of granular sub-base by providing coarse graded material, 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 clause 401.
62.3
2627
163667
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.y. complete as per clause 406.
30.71
3016
92637
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
136.5
57
7880
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Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. complete as per clause 503.
136.5
17
2413
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Dense Graded Bituminous Macadam Grading 2
Providing and laying dense graded bituminous macadam 50mm thick with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, 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 as per MoRTH specification clause No. 505 complete in all respects.
6.83
11804
80568
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Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. complete as per clause 503.
136.5
17
2454
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Bituminous Concrete Grading 2
Providing and laying bituminous concrete 30mm thick with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, 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 as per MORTH specification clause No. 507 complete in all respects
4.1
13829
56632
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Laying 1000 mm dia Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Clause 2900
30
6049
181496
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 ( Clause 202 of MORT&H specifications)
(Brick work)
182.4
328
59986
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 ( Clause 202 of MORT&H specifications)
(RCC work)
19.62
1278
25092
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Credit of Brick bats
54.72
531
-29056
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Credit of Bricks
8755
2
-25827
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Credit of Steel
490.5
35
-17364
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Credit of hume pipes
21
4052
-85095
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Credit of GSB
21
1239
-26019
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Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above
7134261
-
71343
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