Uttar Pradesh State Bridge Corporation Limited Tender

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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender

Works
Civil And Construction
Eprocure
Opening Date12 Apr 2025
Closing Soon22 Apr 2025
Tender Amount₹ 2,79,76,886 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class A.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = ( A*N*M - B ) Where: A = Maximum value of R.E. Wall & Related structures work executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year, taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). M = 2.5 B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder varies based on their qualification. For a Degree Holder in Civil Engineering, the minimum experience required is 2 years for contracts up to Rs. 2.00 Crore and 1 year for contracts above Rs. 2.00 Crore. For a Diploma Holder in Civil Engineering, the minimum experience required is 2 years for contracts up to Rs. 2.00 Crore and 2 years for contracts above Rs. 2.00 Crore. The bidder should have experience in works of a similar nature, with specific requirements including: - Two similar completed works costing not less than 50% of the estimated cost, - Or one similar completed work costing not less than the estimated cost. The percentage of similar works completed is 50% in the case of two similar works. The amount is equal to the estimated cost of work for one similar work or 50% of the estimated cost of work for two similar works. Additionally, the bidder must have satisfactorily completed, as a prime contractor, at least one similar work equal in value to the estimated cost of work or two similar works each equal to 50% of the value of the estimated cost of work. The bidder should have achieved, in any one year, a minimum financial turnover of at least the amount equal to the estimated cost of works, if the time of completion is equal to or more than one year, and double the estimated cost of work if the time of completion is less than one year. The bidder's available bid capacity for construction work should be equal to or more than the total bid value. The available bid capacity is calculated using the formula: Assessed Available Bid capacity = (A*N*M - B), where A is the maximum value of R.E. Wall & Related structures work executed in any one year during the last five years.

Costs

Summary

Construction Of R.e. Wall And Related Structure Rob68b Agra

Description

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Contact

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BOQ Items

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Construction of RE Wall including Pre-casting (Concreting) transportation & erection of RCC facia panels and accessories including providing design & drawings of reinforced earth structures including RCC coping beam on top with all labour, material (Steel, Cement, Admixture, Aggregate, Geogrid, EPDM Pad, Galvanized Connecting bar with steel etc.) all Complete works as per approved design & drawings, MORTH Specifications and relevant codes as per direction of E/I.

1976

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Construction of Embankment between R.E. Wall panels with fly ash including spreading, levelling & compaction in layers to achieve 95% proctor density including cost of Labour, sprinking of water and machineries complete as per MORTH specifications and relative codes and as per direction of E/I.

8862

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Construction of PCC below friction slab of M-15 Grade. including all labour, material (Cement, Aggregate etc.) machineries, T&P etc. complete as per MORTH Specifications and as per direction of E/I

198

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Construction of RCC friction slab & Coping Beam M-35 Grade, including precasting (concreting), transportation and erection with all labour including reinforcement work, machineries, T&P, Centering/shuttering etc. Complete as per MORTH Specifications and as per direction of E/I.

383

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Providing & fixing of HYSD steel in Friction Slab (Sub Structure) including consumables complete as drawing & technical specifications and as per direction of E/I.

43

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Construction of Crash barrier- M-40 Grade including precasting (concreting), transportation and erection with all labour including reinforcement work, machineries, T&P, Centering/shuttering etc. Complete as per MORTH Specifications and as per direction of E/I.

592

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Supplying & fixing of polymeric product geocomposite in between R.E. Wall & filling material in accordance with clause 704.2.1 & clause 702.2.1 MoRT&H Vth revision 2013 and other relevant codes including all complete works with all leads and lifts, manpower and machinery, materials, etc. as directed by Engineer - In - Charge.

1976

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Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

563

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 250mm thick 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 as per directions of E/I.

612

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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 @ 4.0 to 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. 507 complete in all respects.

147

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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

98

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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 0.75 kg/sqm using mechanical means.

2448

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Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

4896

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