Public Works Roads Department Tender
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Technical
Technical
Class Of Bidder
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The class of contractor required to bid or participate in this tender is Open.
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 = completion of the works for which bids are invited (up to 6 months it will be ½ & for 6 to 12 months it will be 1), B = Value of existing commitments and ongoing works to be completed during the next year.
Technical Capacity
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The required prior work experience for the bidder includes having satisfactorily completed, as a prime contractor, at least one similar work of value not less than one third of the estimated cost of work, with a completion rate of not less than 90% of the contract value. The bidder should have executed in any one year, the minimum quantities of the major items of work, usually not less than 40% of the estimated quantity. The bidder should have achieved a minimum annual financial turnover of 67% of the estimate cost of the Package in any one year. The bidder should have experience in works of a similar nature and size for each of the last five years. The bidder's experience will also be assessed based on the value of existing commitments and ongoing works to be completed during the next year. The bidder should have completed works with a value that allows them to have an assessed available bid capacity of more than the total bid value, calculated as (A*N*2-B), where A is the maximum value of civil engineering works executed in any one year, N is a factor based on the completion of the works, and B is the value of existing commitments and ongoing works. The bidder is required to have prior work experience, specifically in the last 5 years, with a certificate of similar nature of work done, completed in the last 5 years, issued by the authorized Engineer in-charge. The bidder's annual financial turnover should be at least 2/3rd of the NIT value for the last 5 years. The bidder needs to provide certificates from the Engineer(s)-in Charge for the works completed, along with details such as name of work, name of the employer, quantity of work performed, and remarks. The value and percentage of similar works completed include: - one third of the estimated cost of work
- 90% of the contract value
- 40% of the estimated quantity
- 67% of the estimate cost of the Package
- 2/3rd of the NIT value Additionally, the bidder should have liquid assets and/or availability of credit facilities of not less than 10% of the estimated cost of the package, and an undertaking for investment of minimum cash up to 25% of the value of the work.
Costs
EMD
₹ 1,15,28,900Document Cost
₹ 30,000Tender Fee
Refer Documents
Summary
Construction Of Drainage In North Guwahati
Description
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Contact
Tender Id
2025_PWD_43713_1Tender No
Construction of drainage in North GuwahatiTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Reinforced Cement concrete (M25) in open foundations complete as per drawings and technical specifications Clause802, 803, 1202 & 1203. With natural Gravel
40694
7020
-
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Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork as per 1500,1700 and 2100 using concrete mixer
426.6
7499
-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2377.1
63702
-
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
63295
134
-
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical Specifications Clause 1204.3.8
11358.1
2073
-
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Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material.
429.7
1487
-
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm 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 enclouser to MOST circular No. RW/NH- 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
29.88
11805
-
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
178.58
56
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