Gorakhpur Industrial Development Authority Tender

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Gorakhpur Industrial Development Authority Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Apr 2025
Closing Date1 May 2025
Tender Amount₹ 9,21,60,379 
Notes
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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 as per the specified criteria, including average annual turnover and experience in the last five years. The bidder should have completed works with a value, but the specific amount is not mentioned. However, it is mentioned that the bidder should have executed minimum quantities of certain items of work, such as cement concrete, earthwork, and other specified items, with quantities indicated in the Appendix. The bidder should have experience in construction work, with a total monetary value of construction work performed for each of the last five years. The bidder should have completed works of a similar nature, with a value of at least the specified amount in the Appendix, and should have executed at least 80% of the expected peak rate of construction in any one year. The bidder should have a minimum turnover of Rs. 5 Crore, and should be able to invest a minimum of 25% of the contract value during implementation. The bidder should also have liquid assets and/or availability of credit facilities of no less than the amount indicated in Appendix, which is usually the equivalent of the estimated cash flow for 3 months in peak construction period. The 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, which should be updated to the price level of the year indicated in Appendix. The bidder should have experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. The bidder should demonstrate availability of personnel with adequate experience as required, and should have completed works with a value that can be used to calculate the available bid capacity. The calculation of available bid capacity is as follows: Assessed Available Bid capacity = (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, and B is the value of existing commitments and on-going works to be completed during the next few 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 at a rate of 10 percent per year. The 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 current price level at a rate of 10 percent per 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. No specific percentage of similar works completed is mentioned, but the bidder's experience and capacity are evaluated based on their past work. The bidder should have completed works with a value that can be used to calculate the available bid capacity, and should have a minimum of 10% of the estimated cost as credit facilities, and should be able to invest a minimum of 25% of the contract value of work during implementation of the contract.

Costs

Description

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BOQ Items

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Providing and laying Pitching Boulder on slopes laid over prepared filter media as per drawing and technicl specification 16.04 2504

133.92

4376

586165.16

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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

37200

3

111600

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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

782.6

13397

10484492.2

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Protection Work Providing and laying Filter material underneath pitching in slope as per drawing and technical specification 16.05 2504

66.96

4889

327420.34

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Providing Weep holes in Brick masonary/plain/reinforced concrete abutment, wing wall return wall with 100 mm dia AC Pipe, extending through the full width of the structure with slope of 1V:20H towords drawing foce. Complete as per drawing and technical specification. MoRTH clauses 2706 & 2200

100

153

15300

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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

2760.43

4942

13642045.06

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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.

819.6

6124

5019230.4

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Providing Concrete for preinforced concrete M-25 in open foundations complete as per drawing and technical specification. MoRTH Clauses 12.08 E Case II.

149.68

9666

1446806.88

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Providing and laying stone Boulder in apron/Toe wall and packed and top finished to grade required including cost of all materials labour and T&P atc. Required for proper completion of the work.

81.8

4375

357890.54

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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

10434.6

40

417384

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Apply one coat of cement primer of approved brand and manufacture on wall surface. As per DSR 13.43.1

840

34

28560

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Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm): As per DSR 13.46.1

837

92

77004

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Providing Concrete for preinforced concrete M-25 in open foundations complete as per drawing and technical specification. MoRTH Clauses 12.08 E Case II.

191.08

9666

1846979.28

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Median Kerb Stone 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)

83.7

5960

498852

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Sand Filling in foundation trench as per drawing and technical specification SOR 255

83.16

870

72349.2

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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.

2105.89

5162

10870604.18

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Earthwork in excavtion for structure as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing removel of stump and construction of embankment with as per tecnical clause 11.1 300

161.4

120

19368

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Box Culvert Work 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. (Excluding Royality). SOR SNO- 251

1356

120

162720

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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)

243.5

5960

1451260

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Providing Concrete for preinforced concrete M-25 in open foundations complete as per drawing and technical specification. MoRTH Clauses 12.08 E Case II.

273.4

9666

2642684.4

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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

10434.6

12

125215.2

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR Vol II - 16.69

159.03

8296

1319381.26

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Brick masonary work in cement motar (in 1:3 cement and coarse sand) in foundation complete excluding pointing and plastering as per drawing and technical specification. (SOR ch.6-307)

264.34

5065

1338882.1

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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.

417.38

14808

6180563.04

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Back filling behind abutment, wing wall & return wall plinth complete as per drawing and technical specification MoRTH clause 710.1.4of IRC 78 & 2200

100.8

2503

252302.4



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