Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date21 Apr 2025
Closing Date1 May 2025
Tender Amount₹ 6,16,74,207
Technical
Technical
Additional Eligibility
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Category A.
Bid Capacity
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The formula for bid capacity is: Bidding Capacity = (A*N*M) - 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 M = 2.0 B = Value of existing commitments and on-going works to be completed during the next 1.5 years Alternatively, it can also be expressed as: 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 on-going works to be completed during the next…..years
Technical Capacity
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The bidder should have experience in civil engineering construction, with a total value of work performed in the last five years. The experience shall be considered as per relevant clauses. Specifically, the bidder should have:
- Average annual turnover - Experience - Executed a minimum quantity of work in any one year, including: - Cement concrete (including RCC and PSC) - Earthwork in both excavation and embankment (combined quantities)
- The contractor or their identified sub-contractor should possess a valid license for executing water supply/sanitary engineering works and should have executed similar water supply/sanitary engineering works for a minimum amount in any one year. The bidder should have completed works with a value, but the specific amount is not mentioned. However, it is mentioned that the bidder should be able to invest a minimum cash up to 25% of the contract value of work during implementation. The bidder should demonstrate experience in construction work, with a total monetary value of construction work performed for each of the last five years. The bidder's experience shall be considered. The value of similar works completed is also not explicitly mentioned, but the bidder should have a total monetary value of construction work performed for each of the last five years. The bidder should also undertake to invest a minimum of 25% of the contract value of work during implementation of the contract. The bidding capacity is worked out by a formula that considers the maximum value of civil engineering works executed in any one year during the last five years. There is no specific information on the required prior work experience for the bidder in terms of years, but the bidder's capacity is calculated based on their past experience and current commitments. The formula does not specify a particular percentage of similar works completed, but it considers the maximum value of civil engineering works executed in any one year during the last five years. The eligible bidder shall quote a percentage below/above/at par of major as well as minor components of the work. The Performance Security shall be for a minimum amount equivalent to 5 percent of the contract price. The percentage to apply to the value of the work not completed, representing the Employer's additional cost for completing the Works, shall be 20 percent. The amount to be withheld for failing to supply "as-built" drawings by the date required is Rs. Lakhs.
Costs
EMD
₹ 12,34,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UGIDA_1030474_1Bid Award Id
ViewTender No
201/ABHI.NI-6/GIDA/2025-26 DT. 09.04.2025Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Morth Specification 4.10
627.37
4942
3100462.54
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Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280)
291.21
5960
1735611.6
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks.
2665.47
6124
16323338.28
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Providing steel R.S. Js/ built up steel sections including cutting welding / Rivetting hoisting fixing in position for composite girders with shear connector
Ms sheet 5 mm thick @ 3.93kg/sqm
Corner angles (75*75*6 mm) 1.5m long @ 6.8 kg
61
10885
663985
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Providing and applying tack coat with bitumen VG 10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MoRTH specification 5.02 clause No. 503
3898.95
12
46787.4
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.complete as per clause 502. Morth Specification 5.01
3898.95
40
155958
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S/F of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dimenson/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident with included iron & geocentic gum light I/C all tax.
695
325
225875
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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.complete as per clause 406.
793.96
5162
4098421.52
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KC Drain
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280)
76.45
5960
455642
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. Grade M20 compaction as per SOR 287 complete in all respects.
156.37
9062
1417024.94
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Clearing jungle including uprooting of rank vegetation grass, bush, wood, trees and saplings of girth up to 30cm., Measured at a height of 1 m. above ground level & removal of rubbish upto a distance of 50m. Outside the periphery of area cleared. Sor No. - 259
8340
3
25020
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Drain & Culvert Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. SOR SNO- 251
1525.55
120
183066
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Providing and laying bituminous concrete with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 5.05 clause No. 507 complete in all respects.
97.47
14808
1443335.76
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Dag-beling 15 cm (6") deep in one line aligned, with flags and jhandies as directed by Engineers in charge. SOR No - 760
3.47
950
3296.5
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Providing and laying dense graded bituminous macadam with 100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total 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 5.04 clause No. 505
194.95
13397
2611745.15
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. Grade M20 compaction as per SOR 287 complete in all respects.
2263.68
9062
20513468.16
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