Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date29 Jan 2025
Closing Soon5 Feb 2025
Tender Amount₹ 3,50,00,000
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender to bid having value is 10% of the contract value. One formula for calculating the Assessed Available Bid capacity is: 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. However, another formula for calculating Bid capacity is not explicitly mentioned.
Technical Capacity
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The required prior work experience for the bidder includes: - A Degree Holder in Civil Engineering with a minimum of 20 years of experience, out of which five years of experience of having handled/executed independently large road work projects.
- A Degree Holder in Civil Engineering with a minimum of 2 years of experience.
- A Diploma holder in Civil Engineering with a minimum of 2 years of experience.
- A Diploma holder in Mechanical Engineering with a minimum of 2 years of experience in maintenance of plant & machinery.
- A Surveyor with a minimum of 2 years of experience. For field testing laboratory:
- A Diploma holder in Civil Engineering with a minimum of 5 years of experience in testing and quality control in road work.
- A Lab Assistant/Technical (ITI/B.Sc) with a minimum of 2 years of experience in maintenance of plant & machinery.
- A Surveyor with a minimum of 2 years of experience in testing. The bidder should have completed similar works, but the exact percentage is not specified. However, the bidder needs to provide information on existing commitments and on-going construction works. The bidder should have achieved a minimum financial turnover of at least the amount equal to the estimated cost of works in any one year. 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. The bidder should have experience of similar nature work. 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 should be provided. No specific percentage of similar works completed is mentioned, but the bidder should have experience in similar nature work. The value of the contract is 19.50 Lacs. The bidder needs to undertake to invest a minimum of 10% of the value of the work. The minimum amount of liquid assets and/or credit facilities net of other contractual commitments of the successful Bidder shall be 10% of the contract value.
Costs
EMD
₹ 19,50,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEBLY_999590_1Tender No
11098/533C(ET)-8/2024-25 Date 26-12-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
1762
4350
7664700
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.
241
4620
1113420
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Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. For Stabilised Layer.
1676
8500
14246000
... More
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 surface cleaned with mechanical broom.
15400
15
231000
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects
616
12500
7700000
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Construction of unreinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement thickness as design, over a prepare subbase, 43 grade cement for any other type as per clause 1501.2.2 M30 (grade), coarse and fine aggregates confirming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less then 0.2cum capacity and appropriate weight batcher using approved mix desing, laid in approved fixed side from work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrator and finished in continous opreation including provision of contraction and expansion, construction joint, applying debonding strips, primer, sealant, dowel bars, near approches to bridge,/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days curing compound (where specified) and water finishing to line and grade as per drawing and techenical specification clause 1501
300
8250
2475000
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Providing and laying of 80 mm thick rubber moulded Interlocking cement concrete tiles (300mpa) including laveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material,labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. including 150 mm thick GSB base.
800
1450
1160000
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. Grade M 10
34.4
6400
220160
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M-150 Ist class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T & P etc. required for proper completion of the work (S.I. No. 307)
160
6600
1056000
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. Grade M 20
33
8350
275550
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12 mm thick plaster withCement mortar over brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc. required for proper completion of the work.As in item 579 above but with cement and approved coarse sand in 1:3v si no 583
164
215
35260
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Clause 15.1- 1600
500
80
40000
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