Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date26 May 2025
Closing Soon2 Jun 2025
Tender Amount₹ 4,37,31,853
Technical
Technical
Financial
Bid Capacity
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The formula for 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.
Technical Capacity
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The required prior work experience for the bidder includes experience as a prime contractor on construction works of a similar nature and volume over the last five years. The bidder should have a total annual volume of civil engineering constructions work executed and payments received in the last five years preceding the year in which bids are invited. For technical personnel, the required experience is as follows:
- A. Degree Holder in Civil Engineering: Minimum 20 years of experience, with 5 years of experience in handling large road work projects.
- B. Degree Holder in Civil Engineering: Minimum 5 years of experience.
- C. Diploma holder in Civil Engineering: Minimum 2 years of experience.
- D. Diploma holder in Mechanical Engineering: Minimum 2 years of experience in maintenance of plant and machinery.
- E. Surveyor: Minimum 2 years of experience. The bidder should have satisfactorily completed, as 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 bidder should have achieved a minimum financial turnover of at least the amount equal to the estimated cost of works for which bid has been invited. The value of similar works completed is not explicitly mentioned, but the bidder should have experience in road works with a value of up to Rs. 2 Crore or more than Rs. 2 Crore. The percentage of similar works completed is not mentioned. However, the bidder should have a minimum of 10% of the contract value as liquid assets and/or credit facilities. The subcontracting of components of the works for construction/upgradation should not exceed 25% of the contract price. The bidder's available bid capacity for construction work is calculated based on the maximum value of civil engineering works executed in any one year during the last five years. The bidder should have a minimum financial turnover (in all cases of civil engineering construction works only) volume of construction work of at least the amount equal to the estimated cost of works for which bid has been invited, with an indexation of 8 percent for a year.
Costs
EMD
₹ 23,87,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UGIDA_1042901_1Tender No
1008/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
342.72
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.
436.97
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
2142
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
107.1
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
2142
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.
53.55
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.
184.67
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.
560
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)
61.6
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.
126
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
98.91
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
1316
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)
244.16
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.
1728.95
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.
2035.84
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
49.08
10885
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