Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,53,64,054
Costs
EMD
₹ 14,68,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPSBC_949917_1Bid Award Id
ViewTender No
790/E-TENDER/GM AYODHYA/2024-25 DT 27.08.2024Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
Construction of a Narrow filter sub-surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed lReference to MORT&H Specification 702.3 and 309.3.5 including
496.6
694246
1398
Facing elements of RCC Reference to MORT&H Specification 3105
1785.72
3110724
1742
Providing assembling and joining and laying of reinforcing elements of Synthetic Geogrid in R.E. WalllReference to MORT&H Specification 304
14285
3428400
240
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Techincal Specifications Height upto 5M Reference to MORT&H Specification 2700
170.74
1176227
6889
Geo Composite Drainage Sheet
1785.72
401787
225
Plain/Reinforced cement concrete in Sub-structure complete as per drawing and Technical Specifications Reference to MORT&H Specification 2700
Friction Slab M-35 Height above 10m
302.92
2518476
8314
Plain/Reinforced cement concrete in Sub-structure complete as per drawing and Technical Specifications Reference to MORT&H Specification 2700
R.C.C. R.E. Wall Capping M-35
26.82
222981
8314
Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete as per drawing and Technical Specifications Reference to MORT&H Specification 1600
39.57
2485945
62824
Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layers at OMC, all as specified in IRC: SP: 58 and as per approved plans. MORT&H Specification Suggestive (
6215.05
2672471
430
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. Crash Barrier M-40 MORT&H Specification 811
496.6
2420428
4874
Providing, fitting and fixing GI Pipe 65mm railing complete as per drawing and Technical Specification Reference to MORT&H Specification 2703.2 & 1900
496.6
726029
1462
Construction of 15cm thick 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 Reference to as per MORTH Specification complete as per clause 401
328.84
767183
2333
Providing, laying, spreading and compacting graded stone aggregate to 25cm thick 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.Reference to as per MORTH Specification complete as per clause 406
548
1480148
2701
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.
Prime coat over W.M.M. @ 0.6 Kg/m2 Reference to as per MORTH Specification complete as per clause 502
2192.25
78921
36
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom
Tack Coat over W.M.M. & SDBC @ 0.2Kg/m2
Reference to as per MORTH Specification complete as per clause 503
2192.25
21922
10
Providing and laying 6.5cm thick dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 complete in all respects.
Dense Graded Bituminous Macadam as per MoRTH specification No. 505
142.5
1237612
8685
Providing and laying 04cm thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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 complete in all respects Bituminous Concrete 40 mm thick as per MORTH specification No. 507
87.6
922077
10526
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