Gorakhpur Development Authority Tender

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The GDA has issued a formal invitation for competitive bids for the Gorakhpur Development Authority project, for Construction Of A Two-lane Bridge And Approach Road Over The Water Body Located In The in Gorakhpur, Uttar Pradesh, with an estimated contract value of Rs. 12,03,09,712. The bid opening date for this tender is 13-05-2025 and the last date for bid submission is 29-05-2025. Interested bidders for Gorakhpur Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Gorakhpur Development Authority - GDA Tender

Works
Bridge Construction
Civil And Construction
Eprocure
Opening Date13 May 2025
Closing Date29 May 2025
Tender Amount₹ 12,03,09,712 
Notes
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Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A * N * M) - B Where: A = Maximum value of civil engineering works executed in any one year during the last four years N = Number of years prescribed for completion of the works for which bids are invited M = 2.5 B = Value, at the current price level of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder is at least four years in organised sectors. The tenderer must have experience of successfully executing work, with specific requirements based on the value of the works. For works more than 5.00 Lacs & up to 15.00 Lacs, the tenderer should have at least four years of experience, with two jobs of total value equal to the bid value. For works more than 15.00 Lacs & up to 100.00 Lacs, the tenderer should have at least four years of experience, with two jobs of total value equal to the bid value. For works more than 100.00 Lacs & up to 500.00 Lacs, the tenderer should have at least four years of experience, with two jobs of total value equal to 75% of the bid value. For works more than 500.00 Lacs, the tenderer should have at least four years of experience, with one work of total value equal to 75% of the bid value. The bidder should have completed works satisfactorily, and the details of such works should be provided. The bidder should also provide a list of works satisfactorily completed during the last Five financial years. The available bid capacity is calculated based on the maximum value of civil engineering works executed in any one year during the last four years, updated to the price level of the last year at the rate of 8 percent a year. The assessed available bid capacity is calculated as (A*N*M-B), where A is the maximum value of civil engineering works executed, N is the number of years prescribed for completion of the works, M is 2.5, and B is the value of existing commitments and on-going works. A relaxation of 20% shall be given on the total requirement of turnover. The cumulative turnover will be considered for three consecutive years out of the last four assessment years. Additionally, for a Graduate Engineer, the experience requirements are as follows: - For works more than 15.00 Lacs & up to 100.00 Lacs, 1 Graduate Engineer is required. - For works more than 100.00 Lacs & up to 500.00 Lacs, 2 Graduate Engineers are required. - For works of 500.00 Lacs and above, 2 Graduate Engineers are required. For a Diploma Engineer, the experience requirements are as follows: - For works more than 15.00 Lacs & up to 100.00 Lacs, 1 Diploma Engineer is required. - For works more than 100.00 Lacs & up to 500.00 Lacs, 2 Diploma Engineers are required. - For works of 500.00 Lacs and above, 3 Diploma Engineers are required. A relaxation of 2 years in experience will be given to a Graduate Engineer. The bidder should provide at least 5 rows of prior work experience in a table with specific columns. The tenderer should not have any ongoing work that is more than 25% behind the schedule due to the fault of the contractor. The quality of ongoing work should also be up to the mark. Experience certificates should clearly indicate the head bifurcation of work.

Costs

Summary

Construction Of A Two-lane Bridge And Approach Road Over The Water Body Located In The

Description

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BOQ Items

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DO_NOT_SHOW

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-

View all details for FREE
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Well Curb M35

59.27

12398

734829.4600000001

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Well Steining

490.35

11195

5489468.25

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False Steining

65.6

11195

734391.9999999999

... More
Bottom Plugging

222.23

10670

2371194.1

... More
Intermediate Plugging

23.1

9743

225063.30000000002

... More
Well Cap M35

158.6

10893

1727629.8

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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications

47.165

82233

3878519.445

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Sinking of 6m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case complete as per drawings and clause 1200 of MoRT&H Specification (2001) Depth of sinking reckoned from bed level (Sinking 4.5 m dia)

-

-

-

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Depth below bed level upto 3m depth

24

2317

55608

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Beyond 3m upto 10m depth

56

7510

420602

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Beyond 10m upto 20m depth

35

10415

364546

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Sand filling in wells complete as per drawing and clause 1207 of MoRT&H Specification (2001).

476

1393

663068

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Plain/Reinforced Cement Concrete,in Sub Structure complete as per drawing and technical specification. (RCC Grade M35)

-

-

-

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RCC Pier

248.16

11286

2800820.616

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RCC Abutment Column

91.98

11286

1038118.4730000001

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RCC Pier Cap

107.16

11286

1209445.266

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RCC Top Beam

19

11286

214440.65

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Bearing Padestal

6.72

11286

75844.272

... More
Back Wall/Wing Wall

15.72

11286

177421.42200000002

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Sismic Arresters

6.2

11286

69975.37000000001

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Supplying, fitting and placing HYSD bar reinforcement in Sub Structure complete as per drawing and technical specifications

102

82233

8387766

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Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.

42

64420

2705640

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Furnishing and placing M-45 grade prestressed cement concrete in super structure as per drawing and clause 1500, 1700 & 2300 of MoRT&H Specifications (2001)

-

-

-

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Deck Slab

742.38

12861

9548157.489

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Crash Barrier

69.27

12861

890919.5684999999

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Parapet: M40

4.45

12861

57233.8975

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

16.38

10856

177826.194

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

5.69

9210

52408.314000000006

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Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications.

173.286

82233

14249827.638

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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification

42

15837

665154

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Providing and fixing 1.8 metres high Gl barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with Gl staples, turn buckles etc complete as per clause 808

112

509

57030.4

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Providing and laying of a strip seal expension joint catering to maximum horizontal movement upto 70mm complete as per approved drawing and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation

120

4310

517200

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Drainage spout complete as per drawing and technical specification.

42

3276

137629.80000000002

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Painting on Crash Barrier

554.13

146

81290.871

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Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp

9

53333

479997

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Providing and constructing one span service road to reach island location from one pier location to another pier location.

-

-

-

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1st Year

62

5886

364932

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2nd Year

62

5886

364932

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Temporary Pile Bridge

-

-

-

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1st Year

50

76950

3847500

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2nd Year

50

61750

3087500

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Island 4 mtr. Depth water (by sheet pile)

6

6365000

38190000

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Approach Road

-

-

-

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Clearing jungle including uprooting or rank vegetation grasses, bush, wood trees and sapling of girth upto 30 cm. measured at a hieght of 1 m, above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared as per SOR CH-4, Sl. No. 259

581.76

3

1745.28

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Construction of embankment with approved material obtained from borrow pits with a lift upt 1.5 m, transporting to site, spreading, grading to required slope and compacting to 95% of procter density to meet requirement of Tyable 3001. and 300.2 with a lead upto 1000 m as per MORD Technical Specification Clause 301.5

383.78

324

124459.85399999999

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Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.

778.04

307

238858.28

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Cement Treated Sub Base (CTSB) :- Providing, laying and spreading Material on a prepared sub base, cement @2% by weight to the spread Material manually, mixing in place with rolavator and compacting with the road roller at OMC to achieve the desined unconfined compressive strength and to form a layer of base.

55.11

5044

277974.84

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Cement Treated Base (CTB):- Providing, laying and spreading Material on a prepared sub grade adding cement @4% by weight to the spread material manually, mixing in place with rolavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.

114.82

5348

614057.36

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Wet Mix Macadam :- 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

91.86

4907

450757.02

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Bituminous Concrete Grading 2: Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 clause No. 507 complete in all respects

18.37

13858

254571.46000000002

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Dense Graded Bituminous Macadam Grading 2: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 clause No. 505 complete in all respects

27.56

12535

345464.6

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20mm thick Open-Graded Premix Carpet using Bituminous :- Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 136.2 to 5.6 mm aggregates eighter using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 80-100

459.29

338

155240.02000000002

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Seal Coat (Type-B):- Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne KN static roller and finishing to required level and grades as per Technical Specification Clause 510 and as per direction of Engineer in charge of work.

459.29

199

91628.35500000001

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Tack Coat :- Providing and applying tack coat with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom.

459.29

17

8129.433

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Retaining Wall Conc. M15

39.19

9722

381028.694

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Retaining Wall Conc. M30

309.3

11432

3536134.1100000003

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Retaining Wall Steel

37.116

86774

3220703.784

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Backfilling of Earth

276.254

344

95197.12840000002

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Protection Work

-

-

-

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Earthwork

72.75

307

22334.25

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

100.8

4186

421948.8

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

558.84

4162

2325892.08

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K.C. Drain

60

1459

87552

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Chute Drain

15.91

4180

66511.755

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Other Work

-

-

-

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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.

-

-

-

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Edge Marking of Road

51.97

798

41472.06

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Center Marking of Road

17.32

798

13821.36

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Providing & fixing of cat's eye including all material & labours

-

-

-

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Center of Road (red colour)

58

308

17907.5

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Edge of Road (Yellow colour)

115

308

35506.25

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Providing & erecting sign board with carrion resistant made of 3mm thick ACP sheet face to be fully covered with type four high intensity prismatic grade ratro-reflective sheeting shall be fully process on base of aluminium substrate and also fixed on the angle iron frame on 35x35x5mm as per IRC-67 with vertical and lateral clearance giving in para 802.2 and 802.3 and clause 801.3 MORT&H Rates including all taxes but excluding G.S.T. (Size of Signage: (6.10 M x 1.83 M) x 4 Nos.

44.65

6361

284034.2775

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P/F Cantilever Structure Manufacturing, fixing & hosting complete in position of welded built up structure of MS Pipe for overhead signage, comprising of one vertical post of 6.00 m clear height from top of RCC foundation made of 300 mm NB heavy class MS Pipe as vertical welded with 10mm MS Plate at top and bottom. For bracing and horizontal frame 40mm dia MS pipe as and 31mm OD (M) bracing including cost of painting of structure and RCC foundation with all material, labour, T&P etc. as per approved drawing and design including hosting charges and labour charges etc. Rates including all taxes but excluding G.S.T.

2

142025

284050

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Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001

32

3865

123697.6

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Hazard Delineator

4

950

3800

... More
Reflecting sign Boards single side (small):

10

15200

152000



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