Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Nov 2024
Closing Date7 Dec 2024
Tender Amount₹ 2,40,00,000
Costs
EMD
₹ 14,00,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUFZ_970696_1Tender No
7454(BARA)/E-tender/2024 Date 24-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
193
7100
1370300
Plain/Reinforced Cement Concrete M25 in foundation M25 in raft & app. slab as per drawing and Technical Specification.
412
9200
3790400
Plain/Reinforced Cement Concrete M25 for wall (abutment & pier) & slab etc. complete as per Drawing and Technical Specifications.
384
9750
3744000
Providing and laying Cement concrete wearing coat M-30 grade EX.cluding reinforcement complete as per drawing and Technical Specifications
16.4
9200
150880
Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
79.8
87500
6982500
Plain (PCC M20) Cement Concrete etc. complete as per Drawing and Technical Specifications. (for curtain wall )
106
8300
879800
Providing and laying Flooring complete with Rubble stone laid in cement mortar( 1:3), as per drawing and Technical specifications laid over cement concert bedding.
142
5600
795200
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.
181
4300
778300
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 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
126
168
21168
Dewatering of water if necessary at the time of excavation, concreting, massonary work upto sub soil water level including hire charges of 5HP Pump with POL & oprater(SOR)
500
143
71500
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4
2517
220
553740
Supply & laying of 1000 mm dia NP-3, Hume Pipe with spigot socket joint. & all complete of works
37.5
5500
206250
Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive the desired density complete as per clause 401.
169
4300
726700
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
28
4680
131040
Providing and applying primer coat with S.S.-1 Grade 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.
281.25
38
10687.5
Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
281.25
11
3234.38
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. (Before BC)
281.25
13
3656.25
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per Job Mix 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. 507 complete in all respects.
16.88
11000
185680
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job 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
11.25
12000
135000
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
206
3900
803400
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
93
4000
372000
Providing and erecting a (Type-A) "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. (SOR Lko MoRTH-810 (8.23)
250
3000
750000
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