Gorakhpur Industrial Development Authority Tender
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The Gorakhpur Industrial Development Authority has issued a formal invitation for competitive bids for Construction Of 09m Wide Road R 2 Drain And Culverts In Sector 25 Gida Gorakhpur in Gorakhpur, Uttar Pradesh, with an estimated contract value of Rs. 6,24,28,602. The bid opening date for this tender is 26-05-2025 and the last date for bid submission is 02-06-2025. Interested bidders for Gorakhpur Industrial Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Gorakhpur Industrial Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date26 May 2025
Closing Date2 Jun 2025
Tender Amount₹ 6,24,28,602
AI Insights
Technical
Technical
Financial
Additional Eligibility
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 = 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 1.5 years
Technical Capacity
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The required prior work experience for the bidder includes experience in similar works, with consideration given to the experience in construction work, having a total monetary value of construction work performed for each of the last five years. The bidder should have completed works of a similar nature, with a total value of civil engineering construction work performed in the last five years. The value and percentage of similar works completed are not explicitly stated, but the bidder should have executed a minimum amount of similar water supply/sanitary engineering works, with a value as indicated in Appendix, in any one year. The bidder should also have completed a minimum quantity of work, including cement concrete, earthwork, and other items, with quantities as specified, in any one year. The bidder's experience shall be considered, and they should have completed works with a value that allows them to have an available bid capacity more than the total bid value. Specifically, the bidder should have completed works with a value of at least 25% of the contract value of work during implementation of the contract. Additionally, the bidder should have access to or availability of credit facilities with a minimum of 10% of the estimated cost, certified by the bankers. The bidder's record of poor performance will be considered in the evaluation process. The bidding capacity calculation takes into account 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 10 percent a year. The value of executed works shall be brought to the current costing level by enhancing the actual value of work done at a simple rate of 10% per annum. The bidder is also required to have completed similar nature of works during the last three years prior to the last date of submission of bid, and an experience certificate should be submitted along with the bid document. If private works are shown in support of eligibility, a certified copy of the tax deducted at source certificate (TDS) shall be submitted, with the TDS amount tallying with the actual amount of work done.
Costs
EMD
₹ 12,49,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UGIDA_1042862_1Bid Award Id
ViewTender No
1006/ABHI.NI-6/GIDA/2025-26 DT. 22.05.2025Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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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
520.2
4942
-
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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.
663.26
5162
-
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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
3251.25
40
-
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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
162.56
13397
-
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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
3251.25
12
-
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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.
81.28
14808
-
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.compaction as per MoRTH specification 8.13 clause No. 803 complete in all respects.
252.33
618
-
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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..
850
325
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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)
93.5
5960
-
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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.
191.25
9062
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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. MoRTH Specification 19.6 Cluase 1600
150.13
6124
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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
1816.6
120
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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)
334.42
5960
-
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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.
2397.21
9062
-
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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.
2822.71
6124
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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
74.5
10885
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