Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date28 Jan 2025
Closing Date5 Feb 2025
Tender Amount₹ 2,11,75,000
AI Insights
Technical
Technical
Bid Capacity
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The bid capacity required in the given tender to bid can be calculated using the formula: Assessed Available Bid capacity = (A*N*M - B) Where:
A = Maximum value of civil engineering works 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) 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. Alternatively, other sources suggest that:
A = Maximum value of civil engineering works 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 for a year)
N = Number of packages bid for
M = Value of the package being bid for
B = Value of ongoing works And also:
A = Maximum value of civil engineering works 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. The available bid capacity should be equal to or more than the total bid value to qualify.
Technical Capacity
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The required prior work experience for the bidder includes work performed as a prime contractor on construction works of a similar nature and volume over the last five years. The bidder should have completed works of a similar nature, but specific percentages of similar works completed are not mentioned. However, the bidder should have satisfactorily completed, as a prime contractor, at least one similar work equal in value to one-third of the estimated cost of work for which the bid is invited. The value of similar works completed is mentioned in terms of the total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited. The bidder should provide a certificate from a Chartered Accountant for this information, and the value should be provided in Rs. In Lacs. The bidder's prior work experience is assessed based on the maximum value of civil engineering works executed in any one year during the last five years, updated to the price level of the last year at a rate of 8 percent per year. The bidder should have achieved a minimum financial turnover of at least the amount equal to the estimated cost of works, excluding maintenance cost, in any one year during the last five years. The bidder should also propose subcontracting the components of the works for construction/up gradation aggregating not more than 25% of the contract price. Additionally, the bidder should have access to line(s) of credit and availability of other financial resources/facilities, which is 10 percent of the contract value, certified by a banker. The bidder must undertake to invest a minimum percentage of the contract price, as defined in the Appendix to ITB, during the implementation of the works. However, the specific percentage is not mentioned in the given information.
Costs
EMD
₹ 12,59,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEBLY_998810_1Tender No
117(4)/7NividaCD(ET)-08/24-25 Dt 07-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
61600
63
3880800
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Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.2
3800
100
380000
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