Uttar Pradesh State Bridge Corporation Limited Tender

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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender

Works
Eprocure
Opening Date20 Oct 2021
Closing Date12 Nov 2021
Tender AmountRefer Documents 
Notes
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Costs

Summary

Re Wall, Road Work, Service Road And Drainage Work At Clover Leaf Rani Laxmi Bai Hospital, Rajajipuram, Lucknow

Description

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Documents
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Construction of RE Wall in RCC M-35 including Pre casting (concreting), transporting and errection of RCC Facia Panel and providing and fixing of Geogrids & accessories including providing design & drawings of reinforced earth structures including RCC coping beam of on top with all labour machineries T&P Suttering EPDM pad Galvainzation of connecting bar with steel etc (excluding cost of cement, reinforcement tor steel which shall be provided by UPSBC Ltd. Free of Cost) all complete as per approved design and drawing as per month specification and relative codes as per direction of E/I Proof checking of RE Wall pannel and synthetic Geogrid etc shall be done by IIT/NIT institutions cost of that be including in a above. R.E. Wall - 724.20 M2

724.2

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2972

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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 as per clause 702.3 and 309.3.5 including excavation and backfilling (MORTH Clause 7.2 (702.4)) R.E. Wall - 267.49 M

267.49

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752

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Construction of embankment with Flyash only conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans. (MORTH Clause 3.36) R.E. Wall - 1312.40 + 160.49 M3

1472.89

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1177

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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 @ 5.4 to 5.6 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. 509 complete in all respects (MORTH Clause 5.6 (509)) Super Structure - 39.54 M3 + R.E. Wall Portion - 29.42 M3 + Service Road - 50.77 M3

119.73

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7357

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Providing, laying and spreading Material on a prepared sub grade adding cement as 2% cement to the spread material Manually mixing in place with rotavator compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. (Cement Treated Sub Base - GSB + 2% Cement) (MORTH Clause 4.6 (403)) (R.E. Wall Portion - 147.12 M3 + Service Road - 267.39 M3)

414.51

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3378

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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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [Wet Mix Macadam (ETA)] R.E. Wall - 73.56 M3 + Service Road - 126.92 M3

200.48

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5487

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. R.E. Wall - 735.60 M2 + Service Road - 1269.24 M2

2004.84

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6

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Construction of SIDE DRAIN of Service Road

333.46

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6000



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