Gorakhpur Industrial Development Authority Tender

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Gorakhpur Industrial Development Authority Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date21 Apr 2025
Closing Date1 May 2025
Tender Amount₹ 4,88,08,023 
Notes
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Bid Capacity
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The formula for Assessed Available Bid capacity is A*N*M - B.
Technical Capacity
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The required prior work experience for the bidder is related to 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. The bidder should have a minimum of 20 years of experience, with at least five years of experience in handling large road work projects independently for a Degree Holder in Civil Engineering. For other personnel, the experience requirements are as follows: - Minimum 5 years of Experience for a Degree Holder in Civil Engineering - Minimum 2 years of Experience for a Diploma holder in Civil Engineering - Minimum 2 years of Experience in Maintenance of plant & machinery for a Diploma holder in Mechanical Engineering - Minimum 2 years of Experience for a Surveyor - Minimum 5 years of Experience in Testing and Quality control in Road Work for a Diploma holder in Civil Engineering in the field testing laboratory - Minimum 2 years of Experience in maintenance of plant & machinery for a Lab Assistant/Technical (ITI/B.Sc) in the field testing laboratory - Minimum 2 years of Experience in testing for a Surveyor in the field testing laboratory The value and percentage of similar works completed are mentioned as follows: - The bidder should have completed similar works of a certain volume, but the exact percentage is not specified. - One Third of the estimated cost of works is mentioned, which is related to the value of similar works completed. - 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 (excluding maintenance cost for five years) for which the bid is invited. - The bidder should have achieved in any one year 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 (excluding maintenance cost for five years) for which bid has been invited. - The turnover will be indexed at the rate of 8 percent for a year. - Subcontracting is allowed up to 25% of the contract price. - The bidder must provide an undertaking that the bidder will be able to invest a minimum of cash up to the percentage (defined in the Appendix to ITB) of the contract price of works, during the implementation of the works. - The bidder should also provide evidence of access to line(s) of credit and availability of other financial resources/ facilities (10 percent of the contract value) certified by banker. - 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. Values like amount are mentioned as follows: - Rs. 2 Crore - Rs. 1.5 Million - Rs. In Lacs - Rs. In Lakhs

Costs

Description

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BOQ Items

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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

2998.8

40

119952

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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

7560

3

22680

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Supply and filling of carted earth from a distance not exceeding 7 KM from the site of work and including cost of earth and all materials, labour T & P etc. Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50mtr. in depth and earth work in embankment & subgrade and earthen shoulders to be in 20cm Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead. (Good Earth brought from out side away from GIDA notified area) MORTH Srno. 3.16 Specification 305.

23921.7

303

7248275.1

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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)

182.16

5960

1085673.6

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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

31.55

10885

343421.75

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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

1.8

950

1710

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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.

604.04

5162

3118054.48

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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

2998.8

12

35985.6

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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. MoRTH Specification 19.6 Cluase 1600

63.59

6124

389425.16

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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.

360

325

117000

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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.

1629.54

9062

14766891.48

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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

224.91

13397

3013119.27

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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

777.55

4942

3842652.1

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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)

39.6

5960

236016

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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

946.8

120

113616

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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.

119.95

14808

1776219.6



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