Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Mar 2025
Closing Date17 Apr 2025
Tender Amount₹ 5,02,56,767
AI Insights
Technical
Technical
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A*N*2 - B) Where A = Maximum value of civil engineering works 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 B = Value of existing commitments and ongoing works to be completed during the next years.
Technical Capacity
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The required prior work experience for the bidder includes experience in successfully completing or substantially completing at least one project (Roads/Bridge) having a total length of structures (excluding culverts & approaches) not less than one-third of the total length of the proposed structure excluding approaches. The updated completion cost of such project shall not be less than one-third of the Estimated Project Cost in the last 5 financial years preceding the Bid Due Date. Substantially completed works mean those works that are at least 90% completed. The bidder should have an average annual turnover of 40% of the value of contract/contracts applied for, over the last five years. No specific percentage of similar works completed is mentioned, but the bidder needs to provide information on the value of contracts and the value of works remaining to be completed for ongoing projects. The available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years. The bidder should have completed works with a value that allows them to have an available bid capacity of more than the total estimated cost of work, including GST. The bidder must also invest a minimum of 25% of the value of the work during the implementation of the contract. The bidder needs to provide information on the total value of Civil Engineering construction work performed in the last five years, with specific values for each year. The bidder's work experience as a prime contractor or as a nominated subcontractor will be considered, provided the subcontract involved execution of all main items of work described in the bid document. The bidder should also demonstrate having experience and resources sufficient to meet the aggregate of the qualification criteria for each contract, if applying for more than one contract. The required prior work experience for the bidder is related to the completion of works during the last five years, with the bidder needing to provide information on the value of existing commitments and ongoing works to be completed during the next few years. The bidder should also provide accurate information on any litigation or arbitration resulting from contracts completed or under execution by them over the last five years. The bidder's record of poor performance, such as abandoning works, rescinding of contracts, or financial failure due to bankruptcy, can lead to disqualification. The bidder is required to have experience in Civil Engineering construction work, with the total value of such work performed in the last five years to be specified, and separate values for each year from 2019-2020 to 2023-2024. The bidder needs to provide information on projects completed, including the name of the project, employer, description of work, contract number, value of contract, and dates of work order and completion. The bidder must also provide certificates from the Engineer-in-Charge for these projects and a certificate from a Chartered Accountant for the total value of Civil Engineering construction work performed in the last five years. The key personnel to be deployed on contract work should have specific qualifications and experience, including a Project Manager with 15 years of experience, a Site Engineer with 10 years of experience, a Plant Engineer with 10 years of experience, a Quantity Surveyor with 7 years of experience, a Soil & Material Engineer with 10 years of experience, and a Survey Engineer with 5 years of experience. The amount for available bid capacity is calculated based on the maximum value of civil engineering works executed in any one year, which is updated to the price level of the year indicated in the Appendix. The value (B) is defined as the value of existing commitments and ongoing works to be completed during the next few years, updated to the price level of the year indicated in the Appendix. The bidder needs to provide information on work performed as a prime contractor or as a nominated subcontractor, with details on project name, employer, description of work, contract number, value of contract, date of issue of work order, stipulated period of completion, actual date of completion, and remarks explaining reasons for delay and work completed. The bidder should also provide a certificate from the Engineer-in-Charge and a certificate from a Chartered Accountant to support the information provided. The bidder should have completed at least one project with a total length of structures not less than one-third of the total length of the proposed structure, and the updated completion cost of such project shall not be less than one-third of the Estimated Project Cost. The bidder's average annual turnover should be 40% of the value of the contract/contracts applied for, over the last five years. The bidder needs to provide information on existing commitments and ongoing works, including the value of works remaining to be completed and the anticipated date of completion. The bidder should demonstrate experience and resources sufficient to meet the aggregate of the qualification criteria for each contract. The bidder is required to have prior work experience in Civil Engineering construction work, with the total value of such work performed in the last five years to be specified. The bidder needs to provide information on projects completed, including the name of
Costs
EMD
₹ 10,05,135Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPSBC_1020100_1Tender No
4232/Khetwal Tiwari/2024-25 dt. 20-03-2025Tender 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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Water Bound Macadam G-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Reference of Sr No-4.11 MORTH Specification 404)A (ii)
210
4002
-
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Water Bound Macadam G-III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Reference of Sr No-4.11 MORTH Specification 404)A (iii)
210
4445
-
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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.
(Reference of Sr No-5.1 MORTH Specification 502)A (i)
2800
35
-
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Open - Graded Premix Surfacing
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
(Reference of Sr No-5.7 MORTH Specification 510)
2800
164
-
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Seal Coat - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats (Reference of Sr No-5.9 MORTH Specification 511)(ii)
2800
48
-
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Tack Coat 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. (Reference of Sr No-5.2 MORTH Specification 503) (i)
2800
11
-
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (Reference of Sr No-8.13 MORTH Specification 803)
100
481
-
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Add. Approach Road (1270M+250M)
-
-
-
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Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Reference of Sr No-3.16 MORTH Specification 305)
12814
163
-
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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 (Reference of Sr No-4.1 MORTH Specification 401)A (i)
769.5
3879
-
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Water Bound Macadam G-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Reference of Sr No-4.11 MORTH Specification 404)A (ii)
427.5
4002
-
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Water Bound Macadam G-III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Reference of Sr No-4.11 MORTH Specification 404)A (iii)
427.5
4445
-
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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. (Reference of Sr No-5.1 MORTH Specification 502)A (i)
5700
35
-
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Open - Graded Premix Surfacing
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion (Reference of Sr No-5.7 MORTH Specification 510)
5700
164
-
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Seal Coat - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats (Reference of Sr No-5.9 MORTH Specification 511)(ii)
5700
48
-
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Tack Coat 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. (Reference of Sr No-5.2 MORTH Specification 503) (i)
5700
11
-
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (Reference of Sr No-8.13 MORTH Specification 803)
304
481
-
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Culvert (FOR 6.00 M span RCC Culvert ) as per Drawing & details attached
1
2468879
-
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Protection work
-
-
-
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Excavation of foundation in ordinary soil (loamclay or sand) including lift upto 1.50 meter and lead up to 30 meter and including filling watering and ramming of excavated earth into the trenchess or into the space between the building and sides of foundation trenches or int ot the plinth and removal and diposal of surplus earth as directed by the engineer in charge up to a distance of 30 meters from the foundation trenches as per Sl. No. 251
175
82
-
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (Reference of Sr No-15.5 MORTH Specification 2504)
655
3541
-
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Reference of Sr No-15.4 MORTH Specification 2504)
3010.03
3272
-
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Providing and laying Pitching on slopes laid over prepared filter media including Launching apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Reference of Sr No-15.4 MORTH Specification 2504)
3218
3272
-
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K.C. Drain as per Drawing & details attached
300
1105
-
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Chute Drain as per Drawing & details attached
125.58
1800
-
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