Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 2,18,08,969
AI Insights
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is I(A) to IV.
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 ½ and more than 6 months as 1 in a year)
M = 2 or such higher figure not exceeding 3 as may be specified 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 is that they should have experience in works of a similar nature and size for each of the last five years. The bidder must provide details of works in progress or contractually committed with certificates from the concerned officer. The bidder should have executed and received payments for engineering maintenance work in the last five years preceding the year in which bids are invited. The total annual volume of civil engineering and maintenance work executed and payments received for the years 2019-20, 2020-21, 2021-22, 2022-23, and 2023-24 should be provided, along with a certificate from a Chartered Accountant. However, no specific amount or percentage of similar works completed is mentioned as a requirement. The bidder needs to provide information on work performed as a prime contractor on maintenance works of a similar nature and volume over the last five years, including project name, name of employer, description of work, value of contract, and contract number, along with a certificate from the Engineer-in-charge. The available bid capacity for Maintenance work is calculated 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 the rate of 8 percent a year. The bidder's available bid capacity for Maintenance work should be equal to or more than the total bid value excluding maintenance. For subcontracting, the bidder can propose to subcontract components of the Works for Maintenance/up-gradation, aggregating to not more than 25 percent of the Contract Price. The bidder should have experience as a prime contractor on maintenance works of a similar nature and volume over the last five years. The bidder should provide a scanned copy of the Bid Security, which is 1% of the estimated value of the works if up to Rs 150 Lakhs and 0.5% or Rs 1.50 Lakhs, whichever is higher, if the estimated value of the works is more than Rs 150 Lakhs. The Bid Security amount is Rs 2.83 Lac. The value of road work completed by the bidder under Pradhan Mantri Gram Sadak Yojana in the originally stipulated period of completion shall be counted as 120% for the purpose of this Sub-Clause. No specific amount or percentage of similar works completed is provided, except that the bidder should have executed and received payments for maintenance works in the last five years preceding the year 2020-21, and the amount of 73.00 lacs is mentioned as more than one-third of the estimated cost of works.
Costs
EMD
₹ 2,83,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMAH_138937_1Tender No
02/2024-25 (5Y SR)Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. & Providing and applying tack coat with Bitumen emulsion ( RS - I ) using emulsion distributor at the rate of 0.25 to 0.30 kg. per sqm on the prepared dry and hungry bituminous surface cleaned with Hydrulic broom as per Technical Specification Clause 503 including tack coat
40287.67
224
9052639.45
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Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grades to be followed by seal coat ofeither Type A or Type B or Type C as per Technical Specification Clause 508 & Providing and applying tack coat with Bitumen emulsion ( RS - I ) using emulsion distributor at the rate of 0.20 to 0.25 kg. per sqm on the prepared dry and hungry bituminous surface cleaned with Hydrulic broom as per Technical Specification Clause 503. including tack coat
51658.45
162
8412578.58
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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, Type - B and Type -C as per Technical Specification Clause 510
51658.45
59
3073677.78
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Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204 by Using OPC 43 Grade
91.64
5673
519956.2
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Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. by Using OPC 43 Grade
10.01
5284
52894.84
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (ii) / P.No. 43)
66.7
537
35861.26
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications
0.25
62822
15485.71
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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
28
183
5126.8
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