Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date19 Feb 2025
Closing Soon27 Feb 2025
Tender Amount₹ 3,00,00,000
Costs
EMD
₹ 17,00,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUFZ_1008272_2Tender No
900/2(1)Com Ayo Amb Circle-25 dated 14.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Sand Filling in foundation and Plinth i/c cost of material, loding, unloding, cartaige and all labour T&P etc.
200
1000
200000
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Cement concrete for plain concrete PCC M-15 grade in open foundation complete as per drawing and Technical Sperifications.
240
10000
2400000
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R.C.C. M25 grade in Foundation as per drawing and technical specification.
320
10200
3264000
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R.C.C. M30 grade in Superstructure as per drawing and technical specification.
475
12000
5700000
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Supplying, fitting and placing un-coated Mild steel reinforcement complete as per drawing and technical specification
940
8500
7990000
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Providing and fixing Weep holes in brick masonary / plain reinforced concreet abutment wingwall/ return wall with 100 mm dia. On AC pipe as per drawing and technical specification
84
155
13020
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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.
40
4500
180000
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Providing and laying boulder appron on river bed for protection aginst scour with stone boulder weight nt less than 40.00 kg each complete as per drawing and tech. specification
270
3700
999000
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P.C.C. M20 grade in wing wall of culvert as per technical drawing and specification. Claus
625
10100
6312500
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
48
4500
216000
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
96
3700
355200
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Earth work in embankment in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I.
1495
105
156975
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Construction of Granular sub-base by providing Well graded material Grading-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, complete as per technical clause 401
133
3600
478800
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Providing, laying, spreading and compacting graded stone aggregate in layers 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 paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
73
5000
365000
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
700
50
35000
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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
700
13
9100
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Providing and laying Dense graded Bituminous Macadam with hot mix plant producing an average output of 75 ton per hour using crused aggregates of specified grading -I premixed with bituminous binder VG-30 @ 4.50% of mix, transported to site , laid over previously prepared surface with paver finisher to the required grade , lavel and alignment and rolled to achieve the desired compaction. as per MORT&H Specification. No 507
35
12200
427000
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Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
700
13
9100
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Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4% 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. 509 complete in all respects
21
13500
283500
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Earth work in Both side Patri.in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I.
210
105
22050
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THERMO PLASTIC Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
23
618
14214
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HAZARD MARKER Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 4 mm thick supported on a mild steel angle iron post 35 mm x 35 mm x 3 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
4
3800
15200
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Supplying and fixing of Linear Delinators System (LDS)panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil toa a unique corrugated shape to provide Retro reflection across wide range of observations and external angles. Each LDS pannel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastener/screw.
8
855
6840
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