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₹ 5,17,10,014 
Notes
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AI Insights

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 A*N*2 - B, where A is the maximum value of civil engineering works executed in any one year during the last five years, N is the number of years prescribed for completion of the works for which bids are invited, and B is the value of existing commitments and on-going works to be completed during the next 1.5 years.
Technical Capacity
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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 relevant clauses. Specifically, the bidder should have: - Experience in executing a minimum quantity of work, including cement concrete and earthwork in both excavation and embankment. - Executed similar water supply/sanitary engineering works for a minimum amount in any one year. - Completed works with a value that allows them to have an available bid capacity more than the total bid value. In terms of specific values and percentages, the bidder should have: - Experience in executing a minimum quantity of work (amount not specified) - Executed similar water supply/sanitary engineering works for a minimum amount (amount not specified) in any one year - Sub-contracting components of the works amounting to more than 10% of the bid price - Invest a minimum of 25% of the contract value of work during implementation of the contract - Have access to or availability of credit facilities (minimum 10% of estimated cost) The bidder's prior work experience should include a minimum of 25% of the contract value of work, during implementation of contract, as an investment. The bidder should also provide evidence of access to or availability of credit facilities, with a minimum of 10% of the estimated cost. The bidding capacity is calculated based on the maximum value of civil engineering works executed in any one year during the last five years, updated to the current price level at a rate of 10 percent per 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

3870.9

40

154836

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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)

309.96

5960

1847361.6

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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

8277

3

24831

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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

607.03

4942

2999942.26

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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

1843.05

120

221166

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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.

77.63

9062

703483.06

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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.

96.77

14808

1432970.16

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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.

215

618

132870

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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.

1739.42

9062

15762624.04

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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.

2048.16

6124

12542931.84

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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)

37.95

5960

226182

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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.

781.22

5162

4032657.64

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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

3.45

950

3277.5

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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.

25511.02

303

7729839.06

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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

60.47

10885

658215.95

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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

3870.9

12

46450.8



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