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₹ 7,00,79,984 
Notes
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Class Of Bidder
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The bidders must be registered in 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 available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years. 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, updated to the current price level. 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. There is no specific information on the required prior work experience for the bidder in terms of years. The bidder should have completed a certain percentage of similar works, but the exact percentage is not specified. However, it is mentioned that the bidder should have executed a minimum quantity of work in any one year. The exact amount of similar works completed is also not specified, but the bidder should have executed a minimum amount of work in any one year.

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

3557.25

40

142290

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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.

271

618

167478

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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)

102.3

5960

609708

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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.

2725.55

9062

24698934.1

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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

4.65

950

4417.5

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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

81.51

10885

887236.35

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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

8370

3

25110

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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.

3209.33

6124

19653936.92

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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.

209.25

9062

1896223.5

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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

2069.4

120

248328

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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

177.86

13397

2382790.42

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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

3557.25

12

42687

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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.

25936.54

303

7858771.62

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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.

88.93

14808

1316875.44

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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

164.26

6124

1005928.24

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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.

930

325

302250



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