Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Civil And Construction
Eprocure
Opening Date22 Mar 2025
Closing DateCancelled
Tender Amount₹ 2,79,76,886
AI Insights
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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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 work executed in any one year during the last five years
N: Number of years prescribed for completion of the works for which bids are invited
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 includes a minimum of 2 years of experience for a Degree holder in Civil Engineering. For technical personnel, such as degree holders in Civil Engineering and diploma holders in Civil Engineering, the experience requirements are as follows:
- For Bridge Work up to Rs. 2.00 Crore Contract: 0 years for Degree holders in Civil Engineering and 1 year for Diploma holders in Civil Engineering.
- For Bridge Work above Rs. 2.00 Crore Contract: 1 year for both Degree holders and Diploma holders in Civil Engineering. The bidder should 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% value of the estimated cost of work. However, specific values and percentages of similar works completed are not mentioned, except for the milestones to be achieved during the contract period, which include:
- 1/8th of the value of entire contract work up to 1/4th of the period allowed for completion of construction
- 1/2th of the value of entire contract work up to 3/4th of the period allowed for completion of construction
- 3/4th of the value of entire contract work up to the end of the period allowed for completion of construction Additionally, the proposal for subcontracting should not exceed 25% of the contract price. The bidder should have completed 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.
Costs
EMD
₹ 15,99,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Of R.e. Wall And Related Structure Rob 68b Agra
Description
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Contact
Tender Id
2025_UPSBC_1020879_1Tender No
2130/ET/CPM(Agra)/2024-25 Date 22.03.2025Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
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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