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₹ 7,24,60,433 
Notes
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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 monetary value of construction work performed for each of the last five years. The experience shall be considered as per Addendum/Amendments to I.T.B. clause 4.5 A (b). 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 have prior work experience in civil engineering construction, with a total value of work performed in the last five years. The experience shall be considered as per Addendum/Amendments to I.T.B. Specifically, the bidder should have: - Average annual turnover as per Addendum/Amendments to I.T.B. clause 4.5 A (a) - Experience as per Addendum/Amendments to I.T.B. clause 4.5 A (b) - 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 as indicated in Appendix in any one year. The bidder should also demonstrate availability of key and critical equipment for the work, and provide a detailed construction planning and methodology supported with layout and necessary drawings and calculations. Additionally, the bidder should have a minimum key personnel, including: - Project Manager: B.E. Civil + 10 years Exp. (1 No.) - Site Engineer: B.E. Civil + 3 years Exp. (4 No.) - Plant Engineer: B.E. Mech. + 3 years Exp. Or Dip. Mech. + 7 years Exp. (2 No.) - Quantity Surveyor: B.E. Civil + 7 years Exp. Or Dip. Civil + 10 years Exp. (2 No.) - Soil & Material Engineer: B.E. Civil + 7 years Exp. Or Dip. Civil + 10 years Exp. (2 No.) - Survey Engineer: B.E. Civil + 5 years Exp. Or Dip. Civil + 8 years Exp. (2 No.) The bidder should also provide information on bid capacity, including works for which bids have been submitted and works which are yet to be completed, as on the date of the bid. The bidder should have executed similar water supply/sanitary engineering works for a minimum amount as indicated in Appendix in any one year, and should have a minimum of 10% of the estimated cost as credit facilities certified by the bankers. The bidder should also be able to invest a minimum of 25% of the contract value of work during implementation of the contract. The bidder should provide proposals for sub-contracting of elements of work, costing more than 10% of the bid amount. The value and percentage of similar works completed are not explicitly mentioned, but the bidder's experience is considered in the calculation of the bidding capacity through the value of works executed. The bidding capacity is calculated based on the value of works executed, which indicates that the value and percentage of similar works are considered in the evaluation process. The bidding capacity formula is: Bidding Capacity = {[AxNxM]-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 a rate of 10 percent a year) N = Number of years prescribed for completion of the works for which bids are invited M = 2.0 B = Value, at the current price level, of existing commitments and on-going works to be completed during the next 1.5 years 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 should have a minimum of 10% of the estimated cost as credit facilities certified by the bankers, and should be able to invest a minimum of 25% of the contract value of work during implementation of the contract. The percentage used to update the value of executed works to the current price level is 10% per annum. The bidder should provide information on the quantities of work executed as prime contractor or as a nominated sub-contractor in the last five years, including: - Cement Concrete (including RCC and PCC) - Masonry Earth Works - WMM Bituminous Work The bidder should provide information on the total value of civil engineering construction work performed in the last five years, and the total monetary value of construction work performed for each of the last five years. The bidder should provide information on the work performed as prime contractor, work performed in the past as a nominated sub

Costs

Description

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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

192.2

13397

2574903.4

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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)

110.55

5960

658878

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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

2085.9

120

250308

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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.

2756.56

9062

24979946.72

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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.

28028.19

303

8492541.57

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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

177.51

6124

1087071.24

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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

5.03

950

4778.5

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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

3844.13

40

153765.2

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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.

288.5

618

178293

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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.

3245.85

6124

19877585.4

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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.

226.13

9062

2049190.06

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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)

383.01

5960

2282739.6

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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

615.06

4942

3039626.52

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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.

784.2

5162

4048040.4

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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

88.18

10885

959839.3

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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.

96.1

14808

1423048.8



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